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You searched for +publisher:"Pontifical Catholic University of Rio de Janeiro" +contributor:("PAULO BATISTA GONCALVES"). Showing records 1 – 30 of 41 total matches.

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Pontifical Catholic University of Rio de Janeiro

1. JULIO CESAR COAQUIRA NINA. [en] NONLINEAR OSCILLATIONS AND DYNAMIC INSTABILITY OF THIN-WALLED BEAMS WITH OPEN CROSS-SECTION.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] Estruturas com elementos de seção aberta e paredes delgadas são amplamente utilizados em estruturas metálicas. Estes elementos têm, em geral, baixa rigidez a torção.… (more)

Subjects/Keywords: [pt] INSTABILIDADE DINAMICA; [en] DYNAMIC INSTABILITY; [pt] VIGAS DE PAREDES DELGADAS; [en] THIN-WALLED BEAMS; [pt] OSCILACOES NAO LINEARES; [en] NONLINEAR OSCILLATIONS; [pt] VIGAS DE SECAO ABERTA; [en] BEAMS WITH OPEN CROSS-SECTION

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APA (6th Edition):

NINA, J. C. C. (2018). [en] NONLINEAR OSCILLATIONS AND DYNAMIC INSTABILITY OF THIN-WALLED BEAMS WITH OPEN CROSS-SECTION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33893

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

NINA, JULIO CESAR COAQUIRA. “[en] NONLINEAR OSCILLATIONS AND DYNAMIC INSTABILITY OF THIN-WALLED BEAMS WITH OPEN CROSS-SECTION.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33893.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

NINA, JULIO CESAR COAQUIRA. “[en] NONLINEAR OSCILLATIONS AND DYNAMIC INSTABILITY OF THIN-WALLED BEAMS WITH OPEN CROSS-SECTION.” 2018. Web. 05 Apr 2020.

Vancouver:

NINA JCC. [en] NONLINEAR OSCILLATIONS AND DYNAMIC INSTABILITY OF THIN-WALLED BEAMS WITH OPEN CROSS-SECTION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33893.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

NINA JCC. [en] NONLINEAR OSCILLATIONS AND DYNAMIC INSTABILITY OF THIN-WALLED BEAMS WITH OPEN CROSS-SECTION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33893

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

2. RENZO CAYO MANCILLA. [en] NONLINEAR VIBRATIONS AND STABILITY OF SLENDER BARS WITH OPEN CROSS-SECTION.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] Em virtude de sua eficiência, elementos estruturais de paredes finas com seções abertas são comuns em estruturas de aço, sendo secção em I, L,… (more)

Subjects/Keywords: [pt] INSTABILIDADE; [en] INSTABILITY; [pt] VIBRACOES NAO LINEARES; [en] NONLINEAR DYNAMICS; [pt] ACOPLAMENTO FLEXO-TORCAO; [en] FLEXURAL-TORSIONAL COUPLING; [pt] PERFIS DE SECAO ABERTA; [en] BARS WITH OPEN CROSS-SECTIONS

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APA (6th Edition):

MANCILLA, R. C. (2018). [en] NONLINEAR VIBRATIONS AND STABILITY OF SLENDER BARS WITH OPEN CROSS-SECTION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35617

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

MANCILLA, RENZO CAYO. “[en] NONLINEAR VIBRATIONS AND STABILITY OF SLENDER BARS WITH OPEN CROSS-SECTION.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35617.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

MANCILLA, RENZO CAYO. “[en] NONLINEAR VIBRATIONS AND STABILITY OF SLENDER BARS WITH OPEN CROSS-SECTION.” 2018. Web. 05 Apr 2020.

Vancouver:

MANCILLA RC. [en] NONLINEAR VIBRATIONS AND STABILITY OF SLENDER BARS WITH OPEN CROSS-SECTION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35617.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

MANCILLA RC. [en] NONLINEAR VIBRATIONS AND STABILITY OF SLENDER BARS WITH OPEN CROSS-SECTION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35617

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

3. ALEXANDRE ANDRADE BRANDAO SOARES. [en] NONLINEAR FREE VIBRATIONS OF FUNCTIONALLY GRADED CYLINDRICAL SHELLS.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] Cascas cilíndricas são usadas em muitas aplicações de engenharia e, devido a sua forma e capacidade de transporte de carga, são bastante usadas na… (more)

Subjects/Keywords: [pt] CASCAS CILINDRICAS; [en] CYLINDRICAL SHELLS; [pt] DINAMICA; [en] DYNAMICS; [pt] VIBRACOES NAO LINEARES; [en] NONLINEAR DYNAMICS; [pt] MATERIAL COM GRADACAO FUNCIONAL; [en] FUNCTIONALLY GRADED MATERIAL

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APA (6th Edition):

SOARES, A. A. B. (2018). [en] NONLINEAR FREE VIBRATIONS OF FUNCTIONALLY GRADED CYLINDRICAL SHELLS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35622

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

SOARES, ALEXANDRE ANDRADE BRANDAO. “[en] NONLINEAR FREE VIBRATIONS OF FUNCTIONALLY GRADED CYLINDRICAL SHELLS.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35622.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

SOARES, ALEXANDRE ANDRADE BRANDAO. “[en] NONLINEAR FREE VIBRATIONS OF FUNCTIONALLY GRADED CYLINDRICAL SHELLS.” 2018. Web. 05 Apr 2020.

Vancouver:

SOARES AAB. [en] NONLINEAR FREE VIBRATIONS OF FUNCTIONALLY GRADED CYLINDRICAL SHELLS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35622.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

SOARES AAB. [en] NONLINEAR FREE VIBRATIONS OF FUNCTIONALLY GRADED CYLINDRICAL SHELLS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35622

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

4. LARA RODRIGUES. [en] INFLUENCE OF INITIAL GEOMETRIC IMPERFECTIONS ON THE INTERNAL RESONANCES AND NON-LINEAR VIBRATIONS OF THIN-WALLED CYLINDRICAL SHELLS.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] A análise das ressonâncias internas em sistemas estruturais contínuos é uma das principais áreas de pesquisa no campo da dinâmica não linear. A ressonância… (more)

Subjects/Keywords: [pt] IMPERFEICOES GEOMETRICAS; [en] GEOMETRICAL IMPERFECTIONS; [pt] CASCAS CILINDRICAS; [en] CYLINDRICAL SHELLS; [pt] BIFURCACAO; [en] BIFURCATION; [pt] RESSONANCIA INTERNA; [en] INTERNAL RESONANCE

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

RODRIGUES, L. (2018). [en] INFLUENCE OF INITIAL GEOMETRIC IMPERFECTIONS ON THE INTERNAL RESONANCES AND NON-LINEAR VIBRATIONS OF THIN-WALLED CYLINDRICAL SHELLS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35757

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

RODRIGUES, LARA. “[en] INFLUENCE OF INITIAL GEOMETRIC IMPERFECTIONS ON THE INTERNAL RESONANCES AND NON-LINEAR VIBRATIONS OF THIN-WALLED CYLINDRICAL SHELLS.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35757.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

RODRIGUES, LARA. “[en] INFLUENCE OF INITIAL GEOMETRIC IMPERFECTIONS ON THE INTERNAL RESONANCES AND NON-LINEAR VIBRATIONS OF THIN-WALLED CYLINDRICAL SHELLS.” 2018. Web. 05 Apr 2020.

Vancouver:

RODRIGUES L. [en] INFLUENCE OF INITIAL GEOMETRIC IMPERFECTIONS ON THE INTERNAL RESONANCES AND NON-LINEAR VIBRATIONS OF THIN-WALLED CYLINDRICAL SHELLS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35757.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

RODRIGUES L. [en] INFLUENCE OF INITIAL GEOMETRIC IMPERFECTIONS ON THE INTERNAL RESONANCES AND NON-LINEAR VIBRATIONS OF THIN-WALLED CYLINDRICAL SHELLS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35757

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

5. JULIANA DE MATOS PONTE RAIMUNDO. [en] INFLUENCE OF THE NONLINEAR FLEXURAL AND SWAY INTERACTION ON THE STATIC AND DYNAMIC INSTABILITY OF A CONCEPTUAL MODEL OF COLUMN.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] A estabilidade das colunas de um pórtico plano depende da importância relativa da rigidez à flexão e rigidez lateral de cada coluna e elementos… (more)

Subjects/Keywords: [pt] INTERACAO MODAL; [en] MODAL INTERACTION; [pt] INSTABILIDADE DINAMICA; [en] DYNAMIC INSTABILITY; [pt] DINAMICA NAO LINEAR; [en] NONLINEAR DYNAMICS; [pt] INSTABILIDADE ESTATICA; [en] STATIC INSTABILITY

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APA (6th Edition):

RAIMUNDO, J. D. M. P. (2018). [en] INFLUENCE OF THE NONLINEAR FLEXURAL AND SWAY INTERACTION ON THE STATIC AND DYNAMIC INSTABILITY OF A CONCEPTUAL MODEL OF COLUMN. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35769

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

RAIMUNDO, JULIANA DE MATOS PONTE. “[en] INFLUENCE OF THE NONLINEAR FLEXURAL AND SWAY INTERACTION ON THE STATIC AND DYNAMIC INSTABILITY OF A CONCEPTUAL MODEL OF COLUMN.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35769.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

RAIMUNDO, JULIANA DE MATOS PONTE. “[en] INFLUENCE OF THE NONLINEAR FLEXURAL AND SWAY INTERACTION ON THE STATIC AND DYNAMIC INSTABILITY OF A CONCEPTUAL MODEL OF COLUMN.” 2018. Web. 05 Apr 2020.

Vancouver:

RAIMUNDO JDMP. [en] INFLUENCE OF THE NONLINEAR FLEXURAL AND SWAY INTERACTION ON THE STATIC AND DYNAMIC INSTABILITY OF A CONCEPTUAL MODEL OF COLUMN. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35769.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

RAIMUNDO JDMP. [en] INFLUENCE OF THE NONLINEAR FLEXURAL AND SWAY INTERACTION ON THE STATIC AND DYNAMIC INSTABILITY OF A CONCEPTUAL MODEL OF COLUMN. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35769

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

6. RENATA MACHADO SOARES. [en] DYNAMIC ANALYSIS OF HYPERLASTIC CIRCULAR MEMBRANES.

Degree: 2009, Pontifical Catholic University of Rio de Janeiro

[pt] Nesta tese são estudadas as vibrações não-lineares de membranas circulares inicialmente tracionadas sujeitas a deformações finitas. O material da membrana é modelado como um… (more)

Subjects/Keywords: [pt] VIBRACOES NAO LINEARES; [en] NONLINEAR DYNAMICS; [pt] ABAQUS; [en] ABAQUS; [pt] DEFORMACOES FINITAS

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APA (6th Edition):

SOARES, R. M. (2009). [en] DYNAMIC ANALYSIS OF HYPERLASTIC CIRCULAR MEMBRANES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13790

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

SOARES, RENATA MACHADO. “[en] DYNAMIC ANALYSIS OF HYPERLASTIC CIRCULAR MEMBRANES.” 2009. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13790.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

SOARES, RENATA MACHADO. “[en] DYNAMIC ANALYSIS OF HYPERLASTIC CIRCULAR MEMBRANES.” 2009. Web. 05 Apr 2020.

Vancouver:

SOARES RM. [en] DYNAMIC ANALYSIS OF HYPERLASTIC CIRCULAR MEMBRANES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13790.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

SOARES RM. [en] DYNAMIC ANALYSIS OF HYPERLASTIC CIRCULAR MEMBRANES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13790

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

7. LUIS FERNANDO PAULLO MUNOZ. [en] NONLINEAR DYNAMIC ANALYSIS OF FRAMES WITH ELASTO-PLASTIC BASE UNDER SEISMIC EXCITATION.

Degree: 2016, Pontifical Catholic University of Rio de Janeiro

[pt] A resposta dinâmica de sistemas estruturais não lineares tem sido um item de grande interesse nas pesquisas em engenharia civil. Problemas onde há interação… (more)

Subjects/Keywords: [pt] INSTABILIDADE DINAMICA; [en] DYNAMIC INSTABILITY; [pt] ANALISE DINAMICA NAO LINEAR; [en] NONLINEAR DYNAMIC ANALYSIS; [pt] EXCITACAO SISMICA; [en] EXCITING SEISMIC; [pt] ANALISE EM FREQUENCIA; [en] ANALYSIS IN FREQUENCY; [pt] METODOS DE INTEGRACAO; [en] INTEGRATION METHOD; [pt] METODO DO BALANCO HARMONICO; [en] HARMONIC BALANCE METHOD

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APA (6th Edition):

MUNOZ, L. F. P. (2016). [en] NONLINEAR DYNAMIC ANALYSIS OF FRAMES WITH ELASTO-PLASTIC BASE UNDER SEISMIC EXCITATION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=27610

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

MUNOZ, LUIS FERNANDO PAULLO. “[en] NONLINEAR DYNAMIC ANALYSIS OF FRAMES WITH ELASTO-PLASTIC BASE UNDER SEISMIC EXCITATION.” 2016. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=27610.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

MUNOZ, LUIS FERNANDO PAULLO. “[en] NONLINEAR DYNAMIC ANALYSIS OF FRAMES WITH ELASTO-PLASTIC BASE UNDER SEISMIC EXCITATION.” 2016. Web. 05 Apr 2020.

Vancouver:

MUNOZ LFP. [en] NONLINEAR DYNAMIC ANALYSIS OF FRAMES WITH ELASTO-PLASTIC BASE UNDER SEISMIC EXCITATION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2016. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=27610.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

MUNOZ LFP. [en] NONLINEAR DYNAMIC ANALYSIS OF FRAMES WITH ELASTO-PLASTIC BASE UNDER SEISMIC EXCITATION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2016. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=27610

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

8. MAYARA LOBO AMORIM. [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF HISTORICAL BUILDINGS SUBJECTED TO TRAFFIC-INDUCED VIBRATIONS.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] No Brasil as primeiras cidades surgiram no início do século XVI e, com a descoberta de novos territórios, foram surgindo novas cidades cujas construções… (more)

Subjects/Keywords: [pt] ANALISE EXPERIMENTAL; [en] EXPERIMENTAL ANALYSIS; [pt] DINAMICA DE ESTRUTURAS; [en] STRUCTURAL DYNAMICS; [pt] CONSTRUCAO HISTORICA; [en] HISTORICAL CONSTRUCTION; [pt] VIBRACAO INDUZIDA POR TRAFEGO; [en] TRAFFIC INDUCED VIBRATION

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

AMORIM, M. L. (2019). [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF HISTORICAL BUILDINGS SUBJECTED TO TRAFFIC-INDUCED VIBRATIONS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36975

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

AMORIM, MAYARA LOBO. “[en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF HISTORICAL BUILDINGS SUBJECTED TO TRAFFIC-INDUCED VIBRATIONS.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36975.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

AMORIM, MAYARA LOBO. “[en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF HISTORICAL BUILDINGS SUBJECTED TO TRAFFIC-INDUCED VIBRATIONS.” 2019. Web. 05 Apr 2020.

Vancouver:

AMORIM ML. [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF HISTORICAL BUILDINGS SUBJECTED TO TRAFFIC-INDUCED VIBRATIONS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36975.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

AMORIM ML. [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF HISTORICAL BUILDINGS SUBJECTED TO TRAFFIC-INDUCED VIBRATIONS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36975

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

9. CARLOS HENRIQUE LIMA DE CASTRO. [en] NONLINEAR VIBRATIONS AND STABILITY OF SHALLOW PYRAMIDAL TRUSSES.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] Treliças espaciais de forma piramidal são um componente básico de diversas estruturas, incluindo desde nanoestruturas de carbono até domos geodésicos para cobertura de grandes… (more)

Subjects/Keywords: [pt] ESTABILIDADE; [en] STABILITY; [pt] VIBRACOES NAO LINEARES; [en] NONLINEAR DYNAMICS; [pt] TRELICAS ESPACIAIS; [en] SPACE TRUSSES; [pt] TRELICAS PIRAMIDAIS; [en] PYRAMIDAL TRUSSES

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

CASTRO, C. H. L. D. (2019). [en] NONLINEAR VIBRATIONS AND STABILITY OF SHALLOW PYRAMIDAL TRUSSES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=37139

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

CASTRO, CARLOS HENRIQUE LIMA DE. “[en] NONLINEAR VIBRATIONS AND STABILITY OF SHALLOW PYRAMIDAL TRUSSES.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=37139.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

CASTRO, CARLOS HENRIQUE LIMA DE. “[en] NONLINEAR VIBRATIONS AND STABILITY OF SHALLOW PYRAMIDAL TRUSSES.” 2019. Web. 05 Apr 2020.

Vancouver:

CASTRO CHLD. [en] NONLINEAR VIBRATIONS AND STABILITY OF SHALLOW PYRAMIDAL TRUSSES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=37139.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

CASTRO CHLD. [en] NONLINEAR VIBRATIONS AND STABILITY OF SHALLOW PYRAMIDAL TRUSSES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=37139

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

10. ELIOT PEZO ZEGARRA. [en] INFLUENCE OF A MAGNETORHEOLOGICAL DAMPER ON BASE ISOLATION OF BUILDINGS UNDER SEISMIC EXCITATION.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] A redução de deslocamentos e acelerações em edifícios é um aspecto de vital importância no projeto de estruturas sob a ação de sismos. Assim,… (more)

Subjects/Keywords: [pt] AMORTECEDOR MAGNETOREOLOGICO; [en] MAGNETORHOLOGICAL DAMPER; [pt] MODELO DE BOUC-WEN; [en] BOUC-WEN MODEL; [pt] ACAO SISMICA; [en] SEISMIC ACTION; [pt] REDUCAO DE VIBRACOES; [en] VIBRATION REDUCTION

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APA (6th Edition):

ZEGARRA, E. P. (2018). [en] INFLUENCE OF A MAGNETORHEOLOGICAL DAMPER ON BASE ISOLATION OF BUILDINGS UNDER SEISMIC EXCITATION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35019

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

ZEGARRA, ELIOT PEZO. “[en] INFLUENCE OF A MAGNETORHEOLOGICAL DAMPER ON BASE ISOLATION OF BUILDINGS UNDER SEISMIC EXCITATION.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35019.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

ZEGARRA, ELIOT PEZO. “[en] INFLUENCE OF A MAGNETORHEOLOGICAL DAMPER ON BASE ISOLATION OF BUILDINGS UNDER SEISMIC EXCITATION.” 2018. Web. 05 Apr 2020.

Vancouver:

ZEGARRA EP. [en] INFLUENCE OF A MAGNETORHEOLOGICAL DAMPER ON BASE ISOLATION OF BUILDINGS UNDER SEISMIC EXCITATION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35019.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

ZEGARRA EP. [en] INFLUENCE OF A MAGNETORHEOLOGICAL DAMPER ON BASE ISOLATION OF BUILDINGS UNDER SEISMIC EXCITATION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35019

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

11. FERNANDA LINS GONCALVES PEREIRA. [en] NUCLEAR PLANT CIVIL STRUCTURE SENSITIVITY TO TORNADO MECHANICAL ACTIONS.

Degree: 2010, Pontifical Catholic University of Rio de Janeiro

[pt] Dentre as manifestações da natureza de grande intensidade que têm acontecido em algumas regiões brasileiras, uma das que carecem de mais estudos direcionados ao… (more)

Subjects/Keywords: [pt] TORNADO; [en] TORNADO; [pt] USINA NUCLEAR; [pt] FORCAS MECANICAS; [pt] EFEITOS BAROMETRICOS

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APA (6th Edition):

PEREIRA, F. L. G. (2010). [en] NUCLEAR PLANT CIVIL STRUCTURE SENSITIVITY TO TORNADO MECHANICAL ACTIONS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=15135

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

PEREIRA, FERNANDA LINS GONCALVES. “[en] NUCLEAR PLANT CIVIL STRUCTURE SENSITIVITY TO TORNADO MECHANICAL ACTIONS.” 2010. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=15135.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

PEREIRA, FERNANDA LINS GONCALVES. “[en] NUCLEAR PLANT CIVIL STRUCTURE SENSITIVITY TO TORNADO MECHANICAL ACTIONS.” 2010. Web. 05 Apr 2020.

Vancouver:

PEREIRA FLG. [en] NUCLEAR PLANT CIVIL STRUCTURE SENSITIVITY TO TORNADO MECHANICAL ACTIONS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2010. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=15135.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

PEREIRA FLG. [en] NUCLEAR PLANT CIVIL STRUCTURE SENSITIVITY TO TORNADO MECHANICAL ACTIONS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2010. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=15135

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

12. DIEGO ORLANDO. [en] NONLINEAR DYNAMICS, INSTABILITY AND CONTROL OF STRUCTURAL SYSTEMS WITH MODAL INTERACTION.

Degree: 2010, Pontifical Catholic University of Rio de Janeiro

[pt] O objetivo desta tese de doutorado é estudar a influência do acoplamento de modos de flambagem no comportamento estático e particularmente no comportamento dinâmico… (more)

Subjects/Keywords: [pt] SENSIBILIDADE; [en] SENSITIVITY; [pt] ESTRUTURA; [en] STRUCTURE; [pt] INTERACAO MODAL; [en] MODAL INTERACTION; [pt] SEGURANCA; [en] SECURITY

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APA (6th Edition):

ORLANDO, D. (2010). [en] NONLINEAR DYNAMICS, INSTABILITY AND CONTROL OF STRUCTURAL SYSTEMS WITH MODAL INTERACTION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=16177

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

ORLANDO, DIEGO. “[en] NONLINEAR DYNAMICS, INSTABILITY AND CONTROL OF STRUCTURAL SYSTEMS WITH MODAL INTERACTION.” 2010. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=16177.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

ORLANDO, DIEGO. “[en] NONLINEAR DYNAMICS, INSTABILITY AND CONTROL OF STRUCTURAL SYSTEMS WITH MODAL INTERACTION.” 2010. Web. 05 Apr 2020.

Vancouver:

ORLANDO D. [en] NONLINEAR DYNAMICS, INSTABILITY AND CONTROL OF STRUCTURAL SYSTEMS WITH MODAL INTERACTION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2010. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=16177.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

ORLANDO D. [en] NONLINEAR DYNAMICS, INSTABILITY AND CONTROL OF STRUCTURAL SYSTEMS WITH MODAL INTERACTION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2010. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=16177

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

13. ELVIDIO GAVASSONI NETO. [en] APPLICATION OF NONLINEAR VIBRATION MODES TO CONCEPTUAL MODELS OF OFFSHORE STRUCTURES.

Degree: 2013, Pontifical Catholic University of Rio de Janeiro

[pt] Estruturas offshore têm demandado, em função do aumento da profundidade da lâminha de água e da severidade do ambiente, análises de vibração cada vez… (more)

Subjects/Keywords: [pt] INSTABILIDADE DINAMICA; [en] DYNAMIC INSTABILITY; [pt] ANALISE MODAL; [en] MODAL ANALYSIS; [pt] VIBRACOES NAO LINEARES; [en] NONLINEAR DYNAMICS

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APA (6th Edition):

NETO, E. G. (2013). [en] APPLICATION OF NONLINEAR VIBRATION MODES TO CONCEPTUAL MODELS OF OFFSHORE STRUCTURES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21272

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

NETO, ELVIDIO GAVASSONI. “[en] APPLICATION OF NONLINEAR VIBRATION MODES TO CONCEPTUAL MODELS OF OFFSHORE STRUCTURES.” 2013. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21272.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

NETO, ELVIDIO GAVASSONI. “[en] APPLICATION OF NONLINEAR VIBRATION MODES TO CONCEPTUAL MODELS OF OFFSHORE STRUCTURES.” 2013. Web. 05 Apr 2020.

Vancouver:

NETO EG. [en] APPLICATION OF NONLINEAR VIBRATION MODES TO CONCEPTUAL MODELS OF OFFSHORE STRUCTURES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2013. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21272.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

NETO EG. [en] APPLICATION OF NONLINEAR VIBRATION MODES TO CONCEPTUAL MODELS OF OFFSHORE STRUCTURES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2013. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21272

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

14. FILIPE MEIRELLES FONSECA. [pt] COMPORTAMENTO NÃO LINEAR, BIFURCAÇÕES E INSTABILIDADE DE UMA TRELIÇA HIPERELÁSTICA.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] Em décadas recentes, renovou-se o interesse no campo da estabilidade estrutural em função das novas aplicações envolvendo estruturas inteligentes e ajustáveis, micro e nano… (more)

Subjects/Keywords: [pt] INSTABILIDADE ESTRUTURAL; [en] STRUCTURAL INSTABILITY; [pt] BIFURCACAO; [en] BIFURCATION; [pt] TRELICAS; [en] TRUSS; [pt] MATERIAL NEO-HOOKEANO; [en] NEO-HOOKEAN MATERIAL

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APA (6th Edition):

FONSECA, F. M. (2019). [pt] COMPORTAMENTO NÃO LINEAR, BIFURCAÇÕES E INSTABILIDADE DE UMA TRELIÇA HIPERELÁSTICA. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45764

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

FONSECA, FILIPE MEIRELLES. “[pt] COMPORTAMENTO NÃO LINEAR, BIFURCAÇÕES E INSTABILIDADE DE UMA TRELIÇA HIPERELÁSTICA.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45764.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

FONSECA, FILIPE MEIRELLES. “[pt] COMPORTAMENTO NÃO LINEAR, BIFURCAÇÕES E INSTABILIDADE DE UMA TRELIÇA HIPERELÁSTICA.” 2019. Web. 05 Apr 2020.

Vancouver:

FONSECA FM. [pt] COMPORTAMENTO NÃO LINEAR, BIFURCAÇÕES E INSTABILIDADE DE UMA TRELIÇA HIPERELÁSTICA. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45764.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

FONSECA FM. [pt] COMPORTAMENTO NÃO LINEAR, BIFURCAÇÕES E INSTABILIDADE DE UMA TRELIÇA HIPERELÁSTICA. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45764

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

15. MANUEL LUCAS SAMPAIO DE OLIVEIRA. [en] 2D SPATIAL MODEL OF THE HUMAN GAIT SINGLE SUPPORT PHASE BASED ON PREDICTIVE DYNAMICS.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] A simulação do movimento do corpo humano é uma ferramenta valiosa para diferentes campos, como robótica e biomecânica. Mesmo com o crescente número de(more)

Subjects/Keywords: [pt] OTIMIZACAO; [en] OPTIMIZATION; [pt] BIOMECANICA; [en] BIOMECHANICS; [pt] ROBOTICA; [en] ROBOTICS; [pt] MARCHA HUMANA; [en] HUMAN GAIT; [pt] DINAMICA PREDITIVA; [en] PREDICTIVE DYNAMICS

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APA (6th Edition):

OLIVEIRA, M. L. S. D. (2019). [en] 2D SPATIAL MODEL OF THE HUMAN GAIT SINGLE SUPPORT PHASE BASED ON PREDICTIVE DYNAMICS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=42060

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

OLIVEIRA, MANUEL LUCAS SAMPAIO DE. “[en] 2D SPATIAL MODEL OF THE HUMAN GAIT SINGLE SUPPORT PHASE BASED ON PREDICTIVE DYNAMICS.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=42060.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

OLIVEIRA, MANUEL LUCAS SAMPAIO DE. “[en] 2D SPATIAL MODEL OF THE HUMAN GAIT SINGLE SUPPORT PHASE BASED ON PREDICTIVE DYNAMICS.” 2019. Web. 05 Apr 2020.

Vancouver:

OLIVEIRA MLSD. [en] 2D SPATIAL MODEL OF THE HUMAN GAIT SINGLE SUPPORT PHASE BASED ON PREDICTIVE DYNAMICS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=42060.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

OLIVEIRA MLSD. [en] 2D SPATIAL MODEL OF THE HUMAN GAIT SINGLE SUPPORT PHASE BASED ON PREDICTIVE DYNAMICS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=42060

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

16. EWERTON ALVES BEZERRA. [pt] ESTABILIDADE E VIBRAÇÕES DE CASCAS CILÍNDRICAS SANDUÍCHE COM NÚCLEO DE ESPUMA METÁLICA.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] As cascas cilíndricas possuem aplicações em diversas áreas da engenharia. Nas últimas décadas tem se observado o surgimento de novos materiais e suas técnicas… (more)

Subjects/Keywords: [pt] ESTABILIDADE; [en] STABILITY; [pt] CASCAS CILINDRICAS; [en] CYLINDRICAL SHELLS; [pt] VIBRACAO; [en] VIBRATION; [pt] ESPUMA METALICA; [en] METALLIC FOAM; [pt] CASCA COM GRADACAO FUNCIONAL; [en] BARK WITH FUNCTIONAL GRADATION; [pt] CASCA SANDUICHE; [en] SANDWICH SHELL

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APA (6th Edition):

BEZERRA, E. A. (2019). [pt] ESTABILIDADE E VIBRAÇÕES DE CASCAS CILÍNDRICAS SANDUÍCHE COM NÚCLEO DE ESPUMA METÁLICA. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=46183

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

BEZERRA, EWERTON ALVES. “[pt] ESTABILIDADE E VIBRAÇÕES DE CASCAS CILÍNDRICAS SANDUÍCHE COM NÚCLEO DE ESPUMA METÁLICA.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=46183.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

BEZERRA, EWERTON ALVES. “[pt] ESTABILIDADE E VIBRAÇÕES DE CASCAS CILÍNDRICAS SANDUÍCHE COM NÚCLEO DE ESPUMA METÁLICA.” 2019. Web. 05 Apr 2020.

Vancouver:

BEZERRA EA. [pt] ESTABILIDADE E VIBRAÇÕES DE CASCAS CILÍNDRICAS SANDUÍCHE COM NÚCLEO DE ESPUMA METÁLICA. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=46183.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

BEZERRA EA. [pt] ESTABILIDADE E VIBRAÇÕES DE CASCAS CILÍNDRICAS SANDUÍCHE COM NÚCLEO DE ESPUMA METÁLICA. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=46183

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

17. KENNY FERNANDO CONTO QUISPE. [en] NONLINEAR VIBRATIONS AND INSTABILITY OF SHALLOW ARCHES WITH SPRING SUPPORTS.

Degree: 2015, Pontifical Catholic University of Rio de Janeiro

[pt] Arcos abatidos são usados com frequência para vencer grandes vãos. Exemplos incluem pontes em arco e coberturas de grandes espaços como galpões industriais e… (more)

Subjects/Keywords: [pt] ESTABILIDADE; [en] STABILITY; [pt] VIBRACOES NAO LINEARES; [en] NONLINEAR DYNAMICS; [pt] APOIOS ELASTICOS; [en] ELASTOMERIC BEARING SUPPORTS; [pt] ARCOS ABATIDOS

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APA (6th Edition):

QUISPE, K. F. C. (2015). [en] NONLINEAR VIBRATIONS AND INSTABILITY OF SHALLOW ARCHES WITH SPRING SUPPORTS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24619

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

QUISPE, KENNY FERNANDO CONTO. “[en] NONLINEAR VIBRATIONS AND INSTABILITY OF SHALLOW ARCHES WITH SPRING SUPPORTS.” 2015. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24619.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

QUISPE, KENNY FERNANDO CONTO. “[en] NONLINEAR VIBRATIONS AND INSTABILITY OF SHALLOW ARCHES WITH SPRING SUPPORTS.” 2015. Web. 05 Apr 2020.

Vancouver:

QUISPE KFC. [en] NONLINEAR VIBRATIONS AND INSTABILITY OF SHALLOW ARCHES WITH SPRING SUPPORTS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24619.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

QUISPE KFC. [en] NONLINEAR VIBRATIONS AND INSTABILITY OF SHALLOW ARCHES WITH SPRING SUPPORTS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24619

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

18. LILIAN DE VASCONCELLOS CAVALCANTI. [en] BUCKLING AND VIBRATION ANALYSIS OF SHALLOW CONOIDAL SHELLS.

Degree: 2015, Pontifical Catholic University of Rio de Janeiro

[pt] Estruturas de cascas delgadas descritas por superfícies regradas têm sido frequentemente utilizadas em engenharia civil, devido ao fato de que elas são uma das… (more)

Subjects/Keywords: [pt] ESTABILIDADE; [en] STABILITY; [pt] ANALISE DE VIBRACOES; [en] VIBRATION ANALYSIS; [pt] CASCAS CONOIDAIS; [pt] CASCAS ABATIDAS

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

CAVALCANTI, L. D. V. (2015). [en] BUCKLING AND VIBRATION ANALYSIS OF SHALLOW CONOIDAL SHELLS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24636

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

CAVALCANTI, LILIAN DE VASCONCELLOS. “[en] BUCKLING AND VIBRATION ANALYSIS OF SHALLOW CONOIDAL SHELLS.” 2015. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24636.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

CAVALCANTI, LILIAN DE VASCONCELLOS. “[en] BUCKLING AND VIBRATION ANALYSIS OF SHALLOW CONOIDAL SHELLS.” 2015. Web. 05 Apr 2020.

Vancouver:

CAVALCANTI LDV. [en] BUCKLING AND VIBRATION ANALYSIS OF SHALLOW CONOIDAL SHELLS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24636.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

CAVALCANTI LDV. [en] BUCKLING AND VIBRATION ANALYSIS OF SHALLOW CONOIDAL SHELLS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24636

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

19. OSVALDO CASERES PINTO. [en] ACTIVE NONLINEAR CONTROL OF VIBRATIONS IN FLEXIBLE STRUCTURES.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho estuda-se uma estratégia para o controle ativo não-linear de estruturas flexíveis submetidas a carregamentos dinâmicos. O algoritmo de controle é deduzido com… (more)

Subjects/Keywords: [pt] CONTROLE ATIVO; [en] ACTIVE CONTROL; [pt] ESTABILIDADE ESTRUTURAL; [en] STRUCTURAL STABILITY; [pt] VIBRACOES NAO LINEARES; [en] NONLINEAR DYNAMICS

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

PINTO, O. C. (2001). [en] ACTIVE NONLINEAR CONTROL OF VIBRATIONS IN FLEXIBLE STRUCTURES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1886

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

PINTO, OSVALDO CASERES. “[en] ACTIVE NONLINEAR CONTROL OF VIBRATIONS IN FLEXIBLE STRUCTURES.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1886.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

PINTO, OSVALDO CASERES. “[en] ACTIVE NONLINEAR CONTROL OF VIBRATIONS IN FLEXIBLE STRUCTURES.” 2001. Web. 05 Apr 2020.

Vancouver:

PINTO OC. [en] ACTIVE NONLINEAR CONTROL OF VIBRATIONS IN FLEXIBLE STRUCTURES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1886.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

PINTO OC. [en] ACTIVE NONLINEAR CONTROL OF VIBRATIONS IN FLEXIBLE STRUCTURES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1886

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

20. ROMAN AUGUSTO ARCINIEGA ALEMAN. [en] STABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELSSTABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho apresenta um estudo do comportamento não- linear e instabilidade de cascas e painéis cilíndricos laminados de materiais compósitos. Com esta finalidade é… (more)

Subjects/Keywords: [pt] MATERIAIS COMPOSTOS; [en] COMPOSITE MATERIALS; [pt] INSTABILIDADE; [en] INSTABILITY; [pt] SENSIBILIDADE A IMPERFEICOES; [en] IMPERFECTION SENSITIVITY; [pt] CASCAS CILINDRICAS; [en] CYLINDRICAL SHELLS

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APA (6th Edition):

ALEMAN, R. A. A. (2001). [en] STABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELSSTABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1946

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

ALEMAN, ROMAN AUGUSTO ARCINIEGA. “[en] STABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELSSTABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1946.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

ALEMAN, ROMAN AUGUSTO ARCINIEGA. “[en] STABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELSSTABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELS.” 2001. Web. 05 Apr 2020.

Vancouver:

ALEMAN RAA. [en] STABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELSSTABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1946.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

ALEMAN RAA. [en] STABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELSSTABILITY ANALYSIS OF LAMINATED COMPOSITE CYLINDRICAL SHELLS AND PANELS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1946

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

21. ZENON JOSE GUZMAN NUNEZ DEL PRADO. [en] MODAL COUPLING AND MODAL INTERACTION ON THE DYNAMIC INSTABILITY OF CYLINDRICAL.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Com base nas equações de Donnell para cascas abatidas, estudam-se as vibrações não-lineares e a instabilidade dinâmica de cascas cilíndricas carregadas axialmente, considerando o… (more)

Subjects/Keywords: [pt] CASCAS CILINDRICAS; [en] CYLINDRICAL SHELLS; [pt] INSTABILIDADE PARAMETRICA; [en] PARAMETRIC INSTABILITY; [pt] VIBRACOES NAO LINEARES; [en] NONLINEAR DYNAMICS

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APA (6th Edition):

PRADO, Z. J. G. N. D. (2001). [en] MODAL COUPLING AND MODAL INTERACTION ON THE DYNAMIC INSTABILITY OF CYLINDRICAL. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2061

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

PRADO, ZENON JOSE GUZMAN NUNEZ DEL. “[en] MODAL COUPLING AND MODAL INTERACTION ON THE DYNAMIC INSTABILITY OF CYLINDRICAL.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2061.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

PRADO, ZENON JOSE GUZMAN NUNEZ DEL. “[en] MODAL COUPLING AND MODAL INTERACTION ON THE DYNAMIC INSTABILITY OF CYLINDRICAL.” 2001. Web. 05 Apr 2020.

Vancouver:

PRADO ZJGND. [en] MODAL COUPLING AND MODAL INTERACTION ON THE DYNAMIC INSTABILITY OF CYLINDRICAL. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2061.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

PRADO ZJGND. [en] MODAL COUPLING AND MODAL INTERACTION ON THE DYNAMIC INSTABILITY OF CYLINDRICAL. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2061

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

22. STEFANE RODRIGUES XAVIER LOPES. [en] NON-LINEAR BEHAVIOR AND INSTABILITY OF HYPERELASTIC MEMBRANES AND SHELLS.

Degree: 2004, Pontifical Catholic University of Rio de Janeiro

[pt] Esta tese tem como objetivo analisar o comportamento estático não-linear e possíveis instabilidades de membranas e cascas hiperelásticas. Uma análise experimental detalhada de membranas… (more)

Subjects/Keywords: [pt] GRANDES DEFORMACOES; [en] LARGE STRAIN; [pt] ANALISE EXPERIMENTAL; [en] EXPERIMENTAL ANALYSIS; [pt] INSTABILIDADE; [en] INSTABILITY; [pt] METODOS NUMERICOS; [en] NUMERICAL METHODS; [pt] MEMBRANAS; [en] MEMBRANE; [pt] CASCAS HIPERELASTICAS; [en] HYPERELASTIC SHELL

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APA (6th Edition):

LOPES, S. R. X. (2004). [en] NON-LINEAR BEHAVIOR AND INSTABILITY OF HYPERELASTIC MEMBRANES AND SHELLS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4414

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

LOPES, STEFANE RODRIGUES XAVIER. “[en] NON-LINEAR BEHAVIOR AND INSTABILITY OF HYPERELASTIC MEMBRANES AND SHELLS.” 2004. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4414.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

LOPES, STEFANE RODRIGUES XAVIER. “[en] NON-LINEAR BEHAVIOR AND INSTABILITY OF HYPERELASTIC MEMBRANES AND SHELLS.” 2004. Web. 05 Apr 2020.

Vancouver:

LOPES SRX. [en] NON-LINEAR BEHAVIOR AND INSTABILITY OF HYPERELASTIC MEMBRANES AND SHELLS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4414.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

LOPES SRX. [en] NON-LINEAR BEHAVIOR AND INSTABILITY OF HYPERELASTIC MEMBRANES AND SHELLS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4414

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

23. STEFANE RODRIGUES XAVIER LOPES. [en] THE INFLUENCE OF THE MODAL COUPLING IN THE STABILITY OF PLATES.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Nessa dissertação, são avaliados os comportamentos crítico e pós-crítico de uma placa retangular fina, simplesmente apoiada, sob compressão. Um modelo não-linear para placas perfeitas… (more)

Subjects/Keywords: [pt] PLACAS; [en] PLATES; [es] PLACAS; [pt] INSTABILIDADE ESTRUTURAL; [en] STRUCTURAL INSTABILITY; [es] INESTABILIDAD EXTRUCTURAL; [pt] INTERACAO MODAL; [en] MODAL INTERACTION; [es] INTERACCION MODAL

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APA (6th Edition):

LOPES, S. R. X. (2001). [en] THE INFLUENCE OF THE MODAL COUPLING IN THE STABILITY OF PLATES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1267

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

LOPES, STEFANE RODRIGUES XAVIER. “[en] THE INFLUENCE OF THE MODAL COUPLING IN THE STABILITY OF PLATES.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1267.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

LOPES, STEFANE RODRIGUES XAVIER. “[en] THE INFLUENCE OF THE MODAL COUPLING IN THE STABILITY OF PLATES.” 2001. Web. 05 Apr 2020.

Vancouver:

LOPES SRX. [en] THE INFLUENCE OF THE MODAL COUPLING IN THE STABILITY OF PLATES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1267.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

LOPES SRX. [en] THE INFLUENCE OF THE MODAL COUPLING IN THE STABILITY OF PLATES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1267

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

24. DONALD MARK SANTEE. [en] NONLINEAR VIBRATION AND STRUCTURE STABILITY ANALYSIS OF IMPERFECTION SENSITIVE ELEMENTS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] O objetivo desta tese é estudar os mecanismos de escape em sistemas estruturais sensíveis a imperfeições quando submetidos a certas classes de carregamentos dinâmicos,… (more)

Subjects/Keywords: [pt] INSTABILIDADE DINAMICA; [en] DYNAMIC INSTABILITY; [pt] SENSIBILIDADE A IMPERFEICOES; [en] IMPERFECTION SENSITIVITY; [pt] OSCILACOES NAO-LINEARES; [en] NON-LINEAR OSCILLATIONS

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APA (6th Edition):

SANTEE, D. M. (2001). [en] NONLINEAR VIBRATION AND STRUCTURE STABILITY ANALYSIS OF IMPERFECTION SENSITIVE ELEMENTS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1897

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

SANTEE, DONALD MARK. “[en] NONLINEAR VIBRATION AND STRUCTURE STABILITY ANALYSIS OF IMPERFECTION SENSITIVE ELEMENTS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1897.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

SANTEE, DONALD MARK. “[en] NONLINEAR VIBRATION AND STRUCTURE STABILITY ANALYSIS OF IMPERFECTION SENSITIVE ELEMENTS.” 2001. Web. 05 Apr 2020.

Vancouver:

SANTEE DM. [en] NONLINEAR VIBRATION AND STRUCTURE STABILITY ANALYSIS OF IMPERFECTION SENSITIVE ELEMENTS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1897.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

SANTEE DM. [en] NONLINEAR VIBRATION AND STRUCTURE STABILITY ANALYSIS OF IMPERFECTION SENSITIVE ELEMENTS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1897

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

25. DANIEL LEONARDO BRAGA RODRIGUEZ JURJO. [en] STABILITY OF COLUMNS UNDER SELF-WEIGHT.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Nesta dissertação são estudados a flambagem e o comportamento pós-crítico de colunas esbeltas sob a ação do peso próprio. Primeiramente, é realizada uma análise… (more)

Subjects/Keywords: [pt] INSTABILIDADE DE COLUNAS; [en] COLUMNS INSTABILILITY; [pt] GRANDES DEFLEXOES; [en] LARGE DEFLECTION BEHAVIOR; [pt] PESO PROPRIO; [en] SELF-WEIGHT

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APA (6th Edition):

JURJO, D. L. B. R. (2001). [en] STABILITY OF COLUMNS UNDER SELF-WEIGHT. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1978

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

JURJO, DANIEL LEONARDO BRAGA RODRIGUEZ. “[en] STABILITY OF COLUMNS UNDER SELF-WEIGHT.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1978.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

JURJO, DANIEL LEONARDO BRAGA RODRIGUEZ. “[en] STABILITY OF COLUMNS UNDER SELF-WEIGHT.” 2001. Web. 05 Apr 2020.

Vancouver:

JURJO DLBR. [en] STABILITY OF COLUMNS UNDER SELF-WEIGHT. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1978.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

JURJO DLBR. [en] STABILITY OF COLUMNS UNDER SELF-WEIGHT. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1978

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

26. AUREA SILVA DE HOLANDA. [en] ANALYSIS OF THE EQUILIBRIUM AND STABILITY OF PLATES WITH CONTACT CONSTRAINTS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho é desenvolvida uma metodologia baseada no Método dos Elementos Finitos para estudar o equilíbrio e a estabilidade de placas apoiadas em fundações… (more)

Subjects/Keywords: [pt] PLACAS; [en] PLATES; [es] PLACAS; [pt] INSTABILIDADE; [en] INSTABILITY; [pt] FUNDACAO NAO-LINEAR; [en] NON-LINEAR FOUNDATION

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APA (6th Edition):

HOLANDA, A. S. D. (2001). [en] ANALYSIS OF THE EQUILIBRIUM AND STABILITY OF PLATES WITH CONTACT CONSTRAINTS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2002

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

HOLANDA, AUREA SILVA DE. “[en] ANALYSIS OF THE EQUILIBRIUM AND STABILITY OF PLATES WITH CONTACT CONSTRAINTS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2002.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

HOLANDA, AUREA SILVA DE. “[en] ANALYSIS OF THE EQUILIBRIUM AND STABILITY OF PLATES WITH CONTACT CONSTRAINTS.” 2001. Web. 05 Apr 2020.

Vancouver:

HOLANDA ASD. [en] ANALYSIS OF THE EQUILIBRIUM AND STABILITY OF PLATES WITH CONTACT CONSTRAINTS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2002.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

HOLANDA ASD. [en] ANALYSIS OF THE EQUILIBRIUM AND STABILITY OF PLATES WITH CONTACT CONSTRAINTS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2002

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

27. SUZANA MOREIRA AVILA BENEVELI. [en] HYBRID CONTROL FOR REDUCING BUILDING VIBRATIONS.

Degree: 2002, Pontifical Catholic University of Rio de Janeiro

[pt] No presente trabalho estuda-se a aplicação do controle estrutural na proteção de estruturas submetidas a carregamentos dinâmicos contra níveis de vibração indesejáveis que possam… (more)

Subjects/Keywords: [pt] DINAMICA DE ESTRUTURAS; [en] STRUCTURAL DYNAMICS; [pt] CONTROLE ESTRUTURAL; [en] STRUCTURAL CONTROL; [pt] AMORTECEDOR DE MASSA SINTONIZADO; [en] TUNED MASS DAMPER; [pt] CONTROLE HIBRIDO; [en] HYBRID CONTROL; [pt] AMORTECEDOR; [en] HYBRID MASS DAMPER

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

BENEVELI, S. M. A. (2002). [en] HYBRID CONTROL FOR REDUCING BUILDING VIBRATIONS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3124

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

BENEVELI, SUZANA MOREIRA AVILA. “[en] HYBRID CONTROL FOR REDUCING BUILDING VIBRATIONS.” 2002. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3124.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

BENEVELI, SUZANA MOREIRA AVILA. “[en] HYBRID CONTROL FOR REDUCING BUILDING VIBRATIONS.” 2002. Web. 05 Apr 2020.

Vancouver:

BENEVELI SMA. [en] HYBRID CONTROL FOR REDUCING BUILDING VIBRATIONS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2002. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3124.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

BENEVELI SMA. [en] HYBRID CONTROL FOR REDUCING BUILDING VIBRATIONS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2002. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3124

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

28. ANTONIO EDUARDO GONCALVES SAMPAIO. [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS.

Degree: 2005, Pontifical Catholic University of Rio de Janeiro

[pt] O estudo de estacas semi-enterradas tem grande importância na construção civil devido principalmente à sua ampla aplicação em diversas áreas da engenharia. O presente… (more)

Subjects/Keywords: [pt] COLUNAS; [en] COLUMNS; [pt] ESTACAS; [en] PILE; [pt] VIBRACOES; [en] VIBRATIONS; [pt] FUNDACAO ELASTICA; [en] ELASTIC-FOUNDATION

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

SAMPAIO, A. E. G. (2005). [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5935

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

SAMPAIO, ANTONIO EDUARDO GONCALVES. “[en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS.” 2005. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5935.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

SAMPAIO, ANTONIO EDUARDO GONCALVES. “[en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS.” 2005. Web. 05 Apr 2020.

Vancouver:

SAMPAIO AEG. [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5935.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

SAMPAIO AEG. [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5935

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

29. EDUARDO PASQUETTI. [en] STATIC AND DYNAMIC STABILITY OF GUYED TOWERS.

Degree: 2003, Pontifical Catholic University of Rio de Janeiro

[pt] Torres estaiadas são, em geral, estruturas bastante leves e esbeltas e que apresentam comportamento eminentemente não - linear. Assim, a análise de sua estabilidade… (more)

Subjects/Keywords: [pt] INSTABILIDADE; [en] INSTABILITY; [pt] TORRES ESTAIADAS; [en] GUYED TOWERS; [pt] CABOS; [en] CABLES

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

PASQUETTI, E. (2003). [en] STATIC AND DYNAMIC STABILITY OF GUYED TOWERS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3709

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

PASQUETTI, EDUARDO. “[en] STATIC AND DYNAMIC STABILITY OF GUYED TOWERS.” 2003. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3709.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

PASQUETTI, EDUARDO. “[en] STATIC AND DYNAMIC STABILITY OF GUYED TOWERS.” 2003. Web. 05 Apr 2020.

Vancouver:

PASQUETTI E. [en] STATIC AND DYNAMIC STABILITY OF GUYED TOWERS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3709.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

PASQUETTI E. [en] STATIC AND DYNAMIC STABILITY OF GUYED TOWERS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3709

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

30. ALEXANDRE DA SILVA GALVAO. [en] STATIC AND DYNAMIC INSTABILITY OF PLANE FRAMES WITH SEMI-RIGID CONNECTIONS.

Degree: 2004, Pontifical Catholic University of Rio de Janeiro

[pt] O principal objetivo deste trabalho é o desenvolvimento de um programa computacional para a analise não-linear estática e dinâmica de pórticos planos com ligações… (more)

Subjects/Keywords: [pt] LIGACOES SEMI-RIGIDAS MISTAS; [en] SEMI-RIGID CONNECTIONS; [pt] INSTABILIDADE ESTRUTURAL; [en] STRUCTURAL INSTABILITY; [pt] NAO-LINEARIDADE GEOMETRICA; [en] GEOMETRIC NONLINEARITY; [pt] PORTICOS PLANOS; [en] PLANAR FRAMES; [pt] DINAMICA ESTRUTURAL; [en] STRUCTURAL DYNAMIC

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

GALVAO, A. D. S. (2004). [en] STATIC AND DYNAMIC INSTABILITY OF PLANE FRAMES WITH SEMI-RIGID CONNECTIONS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5791

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

GALVAO, ALEXANDRE DA SILVA. “[en] STATIC AND DYNAMIC INSTABILITY OF PLANE FRAMES WITH SEMI-RIGID CONNECTIONS.” 2004. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed April 05, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5791.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

GALVAO, ALEXANDRE DA SILVA. “[en] STATIC AND DYNAMIC INSTABILITY OF PLANE FRAMES WITH SEMI-RIGID CONNECTIONS.” 2004. Web. 05 Apr 2020.

Vancouver:

GALVAO ADS. [en] STATIC AND DYNAMIC INSTABILITY OF PLANE FRAMES WITH SEMI-RIGID CONNECTIONS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. [cited 2020 Apr 05]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5791.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

GALVAO ADS. [en] STATIC AND DYNAMIC INSTABILITY OF PLANE FRAMES WITH SEMI-RIGID CONNECTIONS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5791

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

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