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You searched for +publisher:"Pontifical Catholic University of Rio de Janeiro" +contributor:("MARTA DE SOUZA LIMA VELASCO"). Showing records 1 – 24 of 24 total matches.

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Pontifical Catholic University of Rio de Janeiro

1. LARISSA AZEVEDO CURTY. [en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE SHORT CORBELS WITH CARBON FIBER COMPOSITES.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho é uma pesquisa experimental realizada no Laboratório de Estruturas e Materiais da PUC–Rio, utilizando–se a técnica de aplicação do compósito de fibras… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] ANALISE EXPERIMENTAL; [en] EXPERIMENTAL ANALYSIS; [pt] REFORCO ESTRUTURAL; [en] STRUCTURAL STRENGTHENING; [pt] CONSOLE CURTO; [en] CORBEL; [pt] COMPOSITOS DE FIBRAS DE CARBONO; [en] CARBON FIBER REINFORCED POLYMER

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APA (6th Edition):

CURTY, L. A. (2018). [en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE SHORT CORBELS WITH CARBON FIBER COMPOSITES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32821

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):

CURTY, LARISSA AZEVEDO. “[en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE SHORT CORBELS WITH CARBON FIBER COMPOSITES.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32821.

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

MLA Handbook (7th Edition):

CURTY, LARISSA AZEVEDO. “[en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE SHORT CORBELS WITH CARBON FIBER COMPOSITES.” 2018. Web. 20 Sep 2020.

Vancouver:

CURTY LA. [en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE SHORT CORBELS WITH CARBON FIBER COMPOSITES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32821.

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

Council of Science Editors:

CURTY LA. [en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE SHORT CORBELS WITH CARBON FIBER COMPOSITES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32821

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. ARTHUR MEDEIROS. [en] STUDY OF THE COMPRESSIVE FATIGUE BEHAVIOR OF FIBER REINFORCED CONCRETE.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] Esta pesquisa teórico-experimental teve como objetivo avaliar a influência da frequência de carregamento no comportamento à fadiga em compressão do concreto com e sem… (more)

Subjects/Keywords: [pt] FADIGA; [en] FATIGUE; [pt] CONCRETO; [en] CONCRETE; [pt] FREQUENCIA; [en] FREQUENCY; [pt] FIBRAS; [en] FIBERS; [pt] MODELO PROBABILISTICO; [en] PROBABILISTIC MODEL

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APA (6th Edition):

MEDEIROS, A. (2018). [en] STUDY OF THE COMPRESSIVE FATIGUE BEHAVIOR OF FIBER REINFORCED CONCRETE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34905

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):

MEDEIROS, ARTHUR. “[en] STUDY OF THE COMPRESSIVE FATIGUE BEHAVIOR OF FIBER REINFORCED CONCRETE.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34905.

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

MLA Handbook (7th Edition):

MEDEIROS, ARTHUR. “[en] STUDY OF THE COMPRESSIVE FATIGUE BEHAVIOR OF FIBER REINFORCED CONCRETE.” 2018. Web. 20 Sep 2020.

Vancouver:

MEDEIROS A. [en] STUDY OF THE COMPRESSIVE FATIGUE BEHAVIOR OF FIBER REINFORCED CONCRETE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34905.

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

Council of Science Editors:

MEDEIROS A. [en] STUDY OF THE COMPRESSIVE FATIGUE BEHAVIOR OF FIBER REINFORCED CONCRETE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34905

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. NATHALY SARASTY NARVAEZ. [en] RELIABILITY-BASED DESIGN OF RC BEAMS STRENGTHENED WITH CFC.

Degree: 2013, Pontifical Catholic University of Rio de Janeiro

[pt] No Brasil, o dimensionamento de estruturas de concreto armado segue as recomendações da norma brasileira NBR 6118-2003. A norma brasileira, usa a metodologia de(more)

Subjects/Keywords: [pt] COMPOSITOS DE FIBRA DE CARBONO; [en] CARBON FIBER COMPOSITES; [pt] VIGAS DE CONCRETO; [en] CONCRETE BEAMS; [pt] ANALISE DE CONFIABILIDADE

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APA (6th Edition):

NARVAEZ, N. S. (2013). [en] RELIABILITY-BASED DESIGN OF RC BEAMS STRENGTHENED WITH CFC. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21011

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):

NARVAEZ, NATHALY SARASTY. “[en] RELIABILITY-BASED DESIGN OF RC BEAMS STRENGTHENED WITH CFC.” 2013. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21011.

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

MLA Handbook (7th Edition):

NARVAEZ, NATHALY SARASTY. “[en] RELIABILITY-BASED DESIGN OF RC BEAMS STRENGTHENED WITH CFC.” 2013. Web. 20 Sep 2020.

Vancouver:

NARVAEZ NS. [en] RELIABILITY-BASED DESIGN OF RC BEAMS STRENGTHENED WITH CFC. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2013. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21011.

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

Council of Science Editors:

NARVAEZ NS. [en] RELIABILITY-BASED DESIGN OF RC BEAMS STRENGTHENED WITH CFC. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2013. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21011

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. ANDREA ISABEL ROJAS ERASO. [pt] ANÁLISE DE CONFIABILIDADE DE LONGARINAS DE PONTES FERROVIÁRIAS DE CONCRETO ARMADO.

Degree: 2012, Pontifical Catholic University of Rio de Janeiro

[pt] Em todo projeto de estruturas de engenharia existem incertezas associadas às propriedades dos materiais, às propriedades geométricas e aos carregamentos. Essas incertezas geralmente são… (more)

Subjects/Keywords: [pt] ESTRUTURA; [en] STRUCTURE; [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] CONFIABILIDADE; [en] RELIABILITY

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APA (6th Edition):

ERASO, A. I. R. (2012). [pt] ANÁLISE DE CONFIABILIDADE DE LONGARINAS DE PONTES FERROVIÁRIAS DE CONCRETO ARMADO. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=19272

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):

ERASO, ANDREA ISABEL ROJAS. “[pt] ANÁLISE DE CONFIABILIDADE DE LONGARINAS DE PONTES FERROVIÁRIAS DE CONCRETO ARMADO.” 2012. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=19272.

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

MLA Handbook (7th Edition):

ERASO, ANDREA ISABEL ROJAS. “[pt] ANÁLISE DE CONFIABILIDADE DE LONGARINAS DE PONTES FERROVIÁRIAS DE CONCRETO ARMADO.” 2012. Web. 20 Sep 2020.

Vancouver:

ERASO AIR. [pt] ANÁLISE DE CONFIABILIDADE DE LONGARINAS DE PONTES FERROVIÁRIAS DE CONCRETO ARMADO. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2012. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=19272.

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

Council of Science Editors:

ERASO AIR. [pt] ANÁLISE DE CONFIABILIDADE DE LONGARINAS DE PONTES FERROVIÁRIAS DE CONCRETO ARMADO. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2012. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=19272

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

5. ITALO LINHARES SALOMAO. [en] NUMERICAL ANALYSIS OF THE EFFICIENCY OF THREE-WAY SLABS.

Degree: 2015, Pontifical Catholic University of Rio de Janeiro

[pt] As lajes nervuradas quando comparadas às lajes maciças apresentam redução do volume de concreto, não comprometem a eficiência da estrutura e permitem a construção… (more)

Subjects/Keywords: [pt] ELEMENTOS FINITOS; [en] FINITE ELEMENTS; [pt] LAJE NERVURADA; [pt] LAJE NERVURADA ROTACIONADA; [pt] LAJE NERVURADA TRIDIRECIONAL

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7

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APA (6th Edition):

SALOMAO, I. L. (2015). [en] NUMERICAL ANALYSIS OF THE EFFICIENCY OF THREE-WAY SLABS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24620

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):

SALOMAO, ITALO LINHARES. “[en] NUMERICAL ANALYSIS OF THE EFFICIENCY OF THREE-WAY SLABS.” 2015. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24620.

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

MLA Handbook (7th Edition):

SALOMAO, ITALO LINHARES. “[en] NUMERICAL ANALYSIS OF THE EFFICIENCY OF THREE-WAY SLABS.” 2015. Web. 20 Sep 2020.

Vancouver:

SALOMAO IL. [en] NUMERICAL ANALYSIS OF THE EFFICIENCY OF THREE-WAY SLABS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24620.

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

Council of Science Editors:

SALOMAO IL. [en] NUMERICAL ANALYSIS OF THE EFFICIENCY OF THREE-WAY SLABS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24620

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. ANA CAROLINA NEVES DE ARAUJO. [en] AN EXPERIMENTAL STUDY OF FLEXURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER STRIPS.

Degree: 2002, Pontifical Catholic University of Rio de Janeiro

[pt] O objetivo deste trabalho é o estudo experimental do comportamento e do desempenho de vigas de concreto armado reforçadas à flexão com tecidos de(more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] REFORCO ESTRUTURAL; [en] STRUCTURAL STRENGTHENING; [pt] FIBRAS DE CARBONO; [en] CARBON FIBER

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APA (6th Edition):

ARAUJO, A. C. N. D. (2002). [en] AN EXPERIMENTAL STUDY OF FLEXURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER STRIPS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2933

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):

ARAUJO, ANA CAROLINA NEVES DE. “[en] AN EXPERIMENTAL STUDY OF FLEXURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER STRIPS.” 2002. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2933.

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

MLA Handbook (7th Edition):

ARAUJO, ANA CAROLINA NEVES DE. “[en] AN EXPERIMENTAL STUDY OF FLEXURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER STRIPS.” 2002. Web. 20 Sep 2020.

Vancouver:

ARAUJO ACND. [en] AN EXPERIMENTAL STUDY OF FLEXURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER STRIPS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2002. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2933.

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

Council of Science Editors:

ARAUJO ACND. [en] AN EXPERIMENTAL STUDY OF FLEXURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER STRIPS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2002. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2933

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. JULIO JERONIMO HOLTZ SILVA FILHO. [en] CARBON FIBER REINFORCED POLYMER TORSION STRENGTHENING OF REINFORCED CONCRETE BEAMS.

Degree: 2007, Pontifical Catholic University of Rio de Janeiro

[pt] Este estudo teórico-experimental analisa o comportamento até a ruptura de vigas de concreto armado reforçadas externamente à torção com compósitos de fibras de carbono… (more)

Subjects/Keywords: [pt] REFORCO ESTRUTURAL; [en] STRUCTURAL STRENGTHENING; [pt] TORCAO; [en] TORSION; [pt] CONCRETO ESTRUTURAL; [en] STRUCTURAL CONCRETE; [pt] MATERIAIS COMPOSITOS; [en] COMPOSITES MATERIALS

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APA (6th Edition):

FILHO, J. J. H. S. (2007). [en] CARBON FIBER REINFORCED POLYMER TORSION STRENGTHENING OF REINFORCED CONCRETE BEAMS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10658

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):

FILHO, JULIO JERONIMO HOLTZ SILVA. “[en] CARBON FIBER REINFORCED POLYMER TORSION STRENGTHENING OF REINFORCED CONCRETE BEAMS.” 2007. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10658.

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

MLA Handbook (7th Edition):

FILHO, JULIO JERONIMO HOLTZ SILVA. “[en] CARBON FIBER REINFORCED POLYMER TORSION STRENGTHENING OF REINFORCED CONCRETE BEAMS.” 2007. Web. 20 Sep 2020.

Vancouver:

FILHO JJHS. [en] CARBON FIBER REINFORCED POLYMER TORSION STRENGTHENING OF REINFORCED CONCRETE BEAMS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10658.

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

Council of Science Editors:

FILHO JJHS. [en] CARBON FIBER REINFORCED POLYMER TORSION STRENGTHENING OF REINFORCED CONCRETE BEAMS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10658

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. MARCELA TORNO DE AZEREDO LOPES. [en] STRUCTURAL RELIABILITY ANALYSIS APPLICATION TO THE DESIGN OF CARBON FIBRES REINFORCED POLYMER SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS.

Degree: 2007, Pontifical Catholic University of Rio de Janeiro

[pt] A análise de confiabilidade aplicada ao projeto de estruturas é uma ferramenta que permite avaliar a probabilidade de falha da estrutura para um certo… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] COMPOSITOS DE FIBRA DE CARBONO; [en] CARBON FIBER COMPOSITES; [pt] CONFIABILIDADE ESTRUTURAL; [en] STRUCTURAL RELIABILITY; [pt] FORCA CORTANTE; [en] SHEAR

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APA (6th Edition):

LOPES, M. T. D. A. (2007). [en] STRUCTURAL RELIABILITY ANALYSIS APPLICATION TO THE DESIGN OF CARBON FIBRES REINFORCED POLYMER SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10981

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, MARCELA TORNO DE AZEREDO. “[en] STRUCTURAL RELIABILITY ANALYSIS APPLICATION TO THE DESIGN OF CARBON FIBRES REINFORCED POLYMER SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS.” 2007. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10981.

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

MLA Handbook (7th Edition):

LOPES, MARCELA TORNO DE AZEREDO. “[en] STRUCTURAL RELIABILITY ANALYSIS APPLICATION TO THE DESIGN OF CARBON FIBRES REINFORCED POLYMER SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS.” 2007. Web. 20 Sep 2020.

Vancouver:

LOPES MTDA. [en] STRUCTURAL RELIABILITY ANALYSIS APPLICATION TO THE DESIGN OF CARBON FIBRES REINFORCED POLYMER SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10981.

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

Council of Science Editors:

LOPES MTDA. [en] STRUCTURAL RELIABILITY ANALYSIS APPLICATION TO THE DESIGN OF CARBON FIBRES REINFORCED POLYMER SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10981

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. MELISSA COSTA JOAQUIM. [en] ANALYTICAL MODEL FOR FLEXURAL DESIGN OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBERS COMPOSITES.

Degree: 2004, Pontifical Catholic University of Rio de Janeiro

[pt] O reforço de estruturas de concreto armado torna-se necessário por uma série de fatores, tais como: erros de projeto ou de execução que levam… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] REFORCO ESTRUTURAL; [en] STRUCTURAL STRENGTHENING; [pt] FIBRAS DE CARBONO; [en] CARBON FIBER

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APA (6th Edition):

JOAQUIM, M. C. (2004). [en] ANALYTICAL MODEL FOR FLEXURAL DESIGN OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBERS COMPOSITES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4984

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):

JOAQUIM, MELISSA COSTA. “[en] ANALYTICAL MODEL FOR FLEXURAL DESIGN OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBERS COMPOSITES.” 2004. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4984.

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

MLA Handbook (7th Edition):

JOAQUIM, MELISSA COSTA. “[en] ANALYTICAL MODEL FOR FLEXURAL DESIGN OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBERS COMPOSITES.” 2004. Web. 20 Sep 2020.

Vancouver:

JOAQUIM MC. [en] ANALYTICAL MODEL FOR FLEXURAL DESIGN OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBERS COMPOSITES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4984.

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

Council of Science Editors:

JOAQUIM MC. [en] ANALYTICAL MODEL FOR FLEXURAL DESIGN OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBERS COMPOSITES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4984

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. MARCELIA GOMES MACHADO. [en] EXPERIMENTAL STUDY ON DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED IN FLEXURE WITH CARBON FIBER COMPOSITES.

Degree: 2005, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho experimental tem como objetivo estudar a ductilidade de vigas retangulares de concreto armado reforçadas à flexão utilizando compósitos com tecido de fibras… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] DUCTILIDADE; [en] DUCTILITY; [pt] REFORCO ESTRUTURAL; [en] STRUCTURAL STRENGTHENING; [pt] COMPOSITOS DE FIBRA DE CARBONO; [en] CARBON FIBER COMPOSITES

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APA (6th Edition):

MACHADO, M. G. (2005). [en] EXPERIMENTAL STUDY ON DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED IN FLEXURE WITH CARBON FIBER COMPOSITES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5867

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):

MACHADO, MARCELIA GOMES. “[en] EXPERIMENTAL STUDY ON DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED IN FLEXURE WITH CARBON FIBER COMPOSITES.” 2005. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5867.

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

MLA Handbook (7th Edition):

MACHADO, MARCELIA GOMES. “[en] EXPERIMENTAL STUDY ON DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED IN FLEXURE WITH CARBON FIBER COMPOSITES.” 2005. Web. 20 Sep 2020.

Vancouver:

MACHADO MG. [en] EXPERIMENTAL STUDY ON DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED IN FLEXURE WITH CARBON FIBER COMPOSITES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5867.

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

Council of Science Editors:

MACHADO MG. [en] EXPERIMENTAL STUDY ON DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED IN FLEXURE WITH CARBON FIBER COMPOSITES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5867

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. MARCELO LUIZ OLIVEIRA SILVA. [en] EXPERIMENTAL STUDY OF FRACTURE ENERGY AND SIZE EFFECT PHENOMENON HIGH PERFORMANCE CONCRETE.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] A utilização dos concretos de alto desempenho na indústria da construção civil está se tornando muito freqüente ultimamente. Este fato impõe cada vez mais… (more)

Subjects/Keywords: [pt] MECANICA DA FRATURA; [en] FRACTURE MECHANICS; [pt] CONCRETO DE ALTO DESEMPENHO; [en] HIGH PERFORMANCE CONCRETE; [pt] ENERGIA DE FRATURAMENTO; [en] FRACTURE ENERGY

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APA (6th Edition):

SILVA, M. L. O. (2001). [en] EXPERIMENTAL STUDY OF FRACTURE ENERGY AND SIZE EFFECT PHENOMENON HIGH PERFORMANCE CONCRETE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1805

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):

SILVA, MARCELO LUIZ OLIVEIRA. “[en] EXPERIMENTAL STUDY OF FRACTURE ENERGY AND SIZE EFFECT PHENOMENON HIGH PERFORMANCE CONCRETE.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1805.

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

MLA Handbook (7th Edition):

SILVA, MARCELO LUIZ OLIVEIRA. “[en] EXPERIMENTAL STUDY OF FRACTURE ENERGY AND SIZE EFFECT PHENOMENON HIGH PERFORMANCE CONCRETE.” 2001. Web. 20 Sep 2020.

Vancouver:

SILVA MLO. [en] EXPERIMENTAL STUDY OF FRACTURE ENERGY AND SIZE EFFECT PHENOMENON HIGH PERFORMANCE CONCRETE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1805.

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

Council of Science Editors:

SILVA MLO. [en] EXPERIMENTAL STUDY OF FRACTURE ENERGY AND SIZE EFFECT PHENOMENON HIGH PERFORMANCE CONCRETE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1805

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. VERONICA DE SOUZA CALAND. [en] EXPERIMENTAL RESULTS OF FRACTURE PARAMETERS FOR HIGH PERFORMANCE CONCRETE.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] A utilização mais freqüente dos concretos de alto desempenho na Construção Civil exige um melhor conhecimento sobre o comportamento deste material e a verificação… (more)

Subjects/Keywords: [pt] MECANICA DA FRATURA; [en] FRACTURE MECHANICS; [pt] CONCRETO DE ALTO DESEMPENHO; [en] HIGH PERFORMANCE CONCRETE; [pt] PARAMETROS DE FRATURAMENTO; [en] FRACTURE PARAMETERS

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APA (6th Edition):

CALAND, V. D. S. (2001). [en] EXPERIMENTAL RESULTS OF FRACTURE PARAMETERS FOR HIGH PERFORMANCE CONCRETE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1995

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):

CALAND, VERONICA DE SOUZA. “[en] EXPERIMENTAL RESULTS OF FRACTURE PARAMETERS FOR HIGH PERFORMANCE CONCRETE.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1995.

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

MLA Handbook (7th Edition):

CALAND, VERONICA DE SOUZA. “[en] EXPERIMENTAL RESULTS OF FRACTURE PARAMETERS FOR HIGH PERFORMANCE CONCRETE.” 2001. Web. 20 Sep 2020.

Vancouver:

CALAND VDS. [en] EXPERIMENTAL RESULTS OF FRACTURE PARAMETERS FOR HIGH PERFORMANCE CONCRETE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1995.

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

Council of Science Editors:

CALAND VDS. [en] EXPERIMENTAL RESULTS OF FRACTURE PARAMETERS FOR HIGH PERFORMANCE CONCRETE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1995

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. CHRISTIANA MAURICIO NISKIER. [en] INTERACTIVE GRAPHIC TOOL FOR THE DESIGN OF REINFORCED CONCRETE BEAMS.

Degree: 2005, Pontifical Catholic University of Rio de Janeiro

[pt] O presente trabalho visa ao desenvolvimento de uma ferramenta gráfica interativa para a modelagem e dimensionamento de vigas de edifícios de concreto armado seguindo… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] VIGAS; [en] BEAMS; [pt] FERRAMENTA GRAFICA; [en] GRAPHIC TOOL; [pt] PROJETO ESTRUTURAL; [en] STRUCTURE DESIGN

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APA (6th Edition):

NISKIER, C. M. (2005). [en] INTERACTIVE GRAPHIC TOOL FOR THE DESIGN OF REINFORCED CONCRETE BEAMS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5870

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):

NISKIER, CHRISTIANA MAURICIO. “[en] INTERACTIVE GRAPHIC TOOL FOR THE DESIGN OF REINFORCED CONCRETE BEAMS.” 2005. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5870.

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

MLA Handbook (7th Edition):

NISKIER, CHRISTIANA MAURICIO. “[en] INTERACTIVE GRAPHIC TOOL FOR THE DESIGN OF REINFORCED CONCRETE BEAMS.” 2005. Web. 20 Sep 2020.

Vancouver:

NISKIER CM. [en] INTERACTIVE GRAPHIC TOOL FOR THE DESIGN OF REINFORCED CONCRETE BEAMS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5870.

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

Council of Science Editors:

NISKIER CM. [en] INTERACTIVE GRAPHIC TOOL FOR THE DESIGN OF REINFORCED CONCRETE BEAMS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5870

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. FERNANDA DANTAS SANTOS. [en] LIMIT ANALYSIS AND OPTIMUM DESIGN OF REINFORCED CONCRETE BEAMS.

Degree: 2004, Pontifical Catholic University of Rio de Janeiro

[pt] É apresentada uma metodologia para a determinação da carga de colapso e uma outra para o dimensionamento ótimo em vigas de concreto armado. Para… (more)

Subjects/Keywords: [pt] ANALISE LIMITE; [en] LIMIT ANALYSIS; [pt] VIGAS; [en] BEAMS; [pt] CARGA DE COLAPSO; [en] COLLAPSE LOAD

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APA (6th Edition):

SANTOS, F. D. (2004). [en] LIMIT ANALYSIS AND OPTIMUM DESIGN OF REINFORCED CONCRETE BEAMS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4423

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):

SANTOS, FERNANDA DANTAS. “[en] LIMIT ANALYSIS AND OPTIMUM DESIGN OF REINFORCED CONCRETE BEAMS.” 2004. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4423.

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

MLA Handbook (7th Edition):

SANTOS, FERNANDA DANTAS. “[en] LIMIT ANALYSIS AND OPTIMUM DESIGN OF REINFORCED CONCRETE BEAMS.” 2004. Web. 20 Sep 2020.

Vancouver:

SANTOS FD. [en] LIMIT ANALYSIS AND OPTIMUM DESIGN OF REINFORCED CONCRETE BEAMS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4423.

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

Council of Science Editors:

SANTOS FD. [en] LIMIT ANALYSIS AND OPTIMUM DESIGN OF REINFORCED CONCRETE BEAMS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4423

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. MARCELLO VARELLA SOUTO FILHO. [en] NUMERICAL MODELING OF STRUCTURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS.

Degree: 2003, Pontifical Catholic University of Rio de Janeiro

[pt] A necessidade cada vez mais freqüente de reforço em estruturas de concreto armado, exige um completo conhecimento do comportamento da estrutura reforçada devido a… (more)

Subjects/Keywords: [pt] COMPOSITO; [en] COMPOSITES; [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] METODO DOS ELEMENTOS FINITOS; [en] FINITE ELEMENT METHOD; [pt] REFORCO ESTRUTURAL; [en] STRUCTURAL STRENGTHENING; [pt] FIBRAS DE CARBONO; [en] CARBON FIBER; [pt] MODELOS CONSTITUTIVOS; [en] CONSTITUTIVE MODELS

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APA (6th Edition):

FILHO, M. V. S. (2003). [en] NUMERICAL MODELING OF STRUCTURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3328

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):

FILHO, MARCELLO VARELLA SOUTO. “[en] NUMERICAL MODELING OF STRUCTURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS.” 2003. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3328.

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

MLA Handbook (7th Edition):

FILHO, MARCELLO VARELLA SOUTO. “[en] NUMERICAL MODELING OF STRUCTURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS.” 2003. Web. 20 Sep 2020.

Vancouver:

FILHO MVS. [en] NUMERICAL MODELING OF STRUCTURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3328.

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

Council of Science Editors:

FILHO MVS. [en] NUMERICAL MODELING OF STRUCTURAL STRENGTHENING OF REINFORCED CONCRETE BEAMS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3328

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

16. JAQUELINE PASSAMANI ZUBELLI GUIMARAES. [en] EXPERIMENTAL STUDY OF HIGH PERFORMANCE CONCRETE PROPERTIES.

Degree: 2003, Pontifical Catholic University of Rio de Janeiro

[pt] Projetos estruturais que empregam concretos com resistências mais elevadas, ou seja, maiores que 40 MPa, nomeados Concretos de Alto Desempenho, são cada vez mais… (more)

Subjects/Keywords: [pt] CONCRETO DE ALTO DESEMPENHO; [en] HIGH PERFORMANCE CONCRETE; [pt] PROPRIEDADES MECANICAS; [en] MECHANICAL PROPERTIES; [pt] MODULOS DE ELASTICIDADE; [en] MODULUS OF ELASTICITY; [pt] DOSAGEM; [en] MIX PROPORTIONS; [pt] RESISTENCIA A COMPRESSAO; [en] COMPRESSIVE STRENGTH; [pt] RESISTENCIA A TRACAO; [en] TENSILE STRENGTH; [pt] POROSIDADE; [en] POROSITY

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APA (6th Edition):

GUIMARAES, J. P. Z. (2003). [en] EXPERIMENTAL STUDY OF HIGH PERFORMANCE CONCRETE PROPERTIES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3937

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):

GUIMARAES, JAQUELINE PASSAMANI ZUBELLI. “[en] EXPERIMENTAL STUDY OF HIGH PERFORMANCE CONCRETE PROPERTIES.” 2003. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3937.

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

MLA Handbook (7th Edition):

GUIMARAES, JAQUELINE PASSAMANI ZUBELLI. “[en] EXPERIMENTAL STUDY OF HIGH PERFORMANCE CONCRETE PROPERTIES.” 2003. Web. 20 Sep 2020.

Vancouver:

GUIMARAES JPZ. [en] EXPERIMENTAL STUDY OF HIGH PERFORMANCE CONCRETE PROPERTIES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3937.

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

Council of Science Editors:

GUIMARAES JPZ. [en] EXPERIMENTAL STUDY OF HIGH PERFORMANCE CONCRETE PROPERTIES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3937

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

17. BIANCA SALOMAO CONTARDO SILVINO PEREIRA. [en] A STUDY OF EXTERNAL SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER COMPOSITES.

Degree: 2005, Pontifical Catholic University of Rio de Janeiro

[pt] A crescente demanda por reforços em estruturas de concreto motivou a elaboração deste trabalho. Este estudo consiste na comparação entre modelos para o cálculo… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] REFORCO ESTRUTURAL; [en] STRUCTURAL STRENGTHENING; [pt] FIBRAS DE CARBONO; [en] CARBON FIBER

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APA (6th Edition):

PEREIRA, B. S. C. S. (2005). [en] A STUDY OF EXTERNAL SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER COMPOSITES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6958

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, BIANCA SALOMAO CONTARDO SILVINO. “[en] A STUDY OF EXTERNAL SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER COMPOSITES.” 2005. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6958.

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

MLA Handbook (7th Edition):

PEREIRA, BIANCA SALOMAO CONTARDO SILVINO. “[en] A STUDY OF EXTERNAL SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER COMPOSITES.” 2005. Web. 20 Sep 2020.

Vancouver:

PEREIRA BSCS. [en] A STUDY OF EXTERNAL SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER COMPOSITES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6958.

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

Council of Science Editors:

PEREIRA BSCS. [en] A STUDY OF EXTERNAL SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS USING CARBON FIBER COMPOSITES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6958

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

18. ALEX FABIANO DE ALMEIDA. [en] RELIABILITY-BASED DESIGN OPTIMIZATION OF REINFORCED CONCRETE PLANE FRAMES.

Degree: 2008, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho compara o projeto ótimo determinístico (DDO) com o projeto ótimo baseado em confiabilidade (RBDO) de pórticos planos de concreto armado. A estrutura… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] OTIMIZACAO; [en] OPTIMIZATION; [pt] CONFIABILIDADE; [en] RELIABILITY; [pt] RBDO; [en] RBDO

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

APA (6th Edition):

ALMEIDA, A. F. D. (2008). [en] RELIABILITY-BASED DESIGN OPTIMIZATION OF REINFORCED CONCRETE PLANE FRAMES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=11577

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):

ALMEIDA, ALEX FABIANO DE. “[en] RELIABILITY-BASED DESIGN OPTIMIZATION OF REINFORCED CONCRETE PLANE FRAMES.” 2008. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=11577.

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

MLA Handbook (7th Edition):

ALMEIDA, ALEX FABIANO DE. “[en] RELIABILITY-BASED DESIGN OPTIMIZATION OF REINFORCED CONCRETE PLANE FRAMES.” 2008. Web. 20 Sep 2020.

Vancouver:

ALMEIDA AFD. [en] RELIABILITY-BASED DESIGN OPTIMIZATION OF REINFORCED CONCRETE PLANE FRAMES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2008. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=11577.

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

Council of Science Editors:

ALMEIDA AFD. [en] RELIABILITY-BASED DESIGN OPTIMIZATION OF REINFORCED CONCRETE PLANE FRAMES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2008. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=11577

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. LUIS ALBERTO SPAGNOLO JUNIOR. [en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE BEAMS STRENGTHENED FOR SHEAR FORCE WITH CARBON FIBER COMPOSITES.

Degree: 2008, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho é realizado o estudo experimental de oito vigas de concreto armado de seção T (cm bw=15cm e cm h=40cm), com 300 cm… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] REFORCO ESTRUTURAL; [en] STRUCTURAL STRENGTHENING; [pt] FIBRAS DE CARBONO; [en] CARBON FIBER; [pt] FORCA CORTANTE; [en] SHEAR

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

APA (6th Edition):

JUNIOR, L. A. S. (2008). [en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE BEAMS STRENGTHENED FOR SHEAR FORCE WITH CARBON FIBER COMPOSITES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=11950

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):

JUNIOR, LUIS ALBERTO SPAGNOLO. “[en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE BEAMS STRENGTHENED FOR SHEAR FORCE WITH CARBON FIBER COMPOSITES.” 2008. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=11950.

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

MLA Handbook (7th Edition):

JUNIOR, LUIS ALBERTO SPAGNOLO. “[en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE BEAMS STRENGTHENED FOR SHEAR FORCE WITH CARBON FIBER COMPOSITES.” 2008. Web. 20 Sep 2020.

Vancouver:

JUNIOR LAS. [en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE BEAMS STRENGTHENED FOR SHEAR FORCE WITH CARBON FIBER COMPOSITES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2008. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=11950.

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

Council of Science Editors:

JUNIOR LAS. [en] EXPERIMENTAL STUDY OF REINFORCED CONCRETE BEAMS STRENGTHENED FOR SHEAR FORCE WITH CARBON FIBER COMPOSITES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2008. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=11950

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. GLAUCIA GLEICE MACIEL DOS SANTOS. [en] DESIGN METHODS FOR SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] As principais recomendações para o dimensionamento de vigas-parede, como o ACI 318-95, o CEB-FIP, a Norma Canadense CAN-A23.3-M84 e o Guia 2 da CIRIA,… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [es] CONCRETO REFORZADO; [pt] VIGAS PAREDE; [en] DEEP BEAMS; [es] VIGAS PARED; [pt] DIMENSIONAMENTO ESTRUTURAL; [en] STRUCTURAL DESIGN; [es] DIMENSIONAMIENTO EXTRUCTURAL

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

APA (6th Edition):

SANTOS, G. G. M. D. (2001). [en] DESIGN METHODS FOR SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1262

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):

SANTOS, GLAUCIA GLEICE MACIEL DOS. “[en] DESIGN METHODS FOR SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1262.

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

MLA Handbook (7th Edition):

SANTOS, GLAUCIA GLEICE MACIEL DOS. “[en] DESIGN METHODS FOR SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS.” 2001. Web. 20 Sep 2020.

Vancouver:

SANTOS GGMD. [en] DESIGN METHODS FOR SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1262.

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

Council of Science Editors:

SANTOS GGMD. [en] DESIGN METHODS FOR SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1262

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. GLAUCO JOSE DE OLIVEIRA RODRIGUES. [en] EXPERIMENTAL DETERMINATION OF FRACTURE ENERGY OF HIGH-PERFORMANCE CONCRETE.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] A aplicação do Concreto de Alta Resistência como material de construção está se tornando mais comum em estruturas de concreto. Esta tendência demanda um… (more)

Subjects/Keywords: [pt] CONCRETO DE ALTA RESISTENCIA; [en] HIGH-STRENGTH CONCRETE; [es] CONCRETO DE ALTA RESISTENCIA; [pt] ENERGIA DE FRATURAMENTO; [en] FRACTURE ENERGY; [pt] ENSAIOS DE LABORATORIO; [en] LABORATORY TESTS

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

APA (6th Edition):

RODRIGUES, G. J. D. O. (2001). [en] EXPERIMENTAL DETERMINATION OF FRACTURE ENERGY OF HIGH-PERFORMANCE CONCRETE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1473

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, GLAUCO JOSE DE OLIVEIRA. “[en] EXPERIMENTAL DETERMINATION OF FRACTURE ENERGY OF HIGH-PERFORMANCE CONCRETE.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1473.

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

MLA Handbook (7th Edition):

RODRIGUES, GLAUCO JOSE DE OLIVEIRA. “[en] EXPERIMENTAL DETERMINATION OF FRACTURE ENERGY OF HIGH-PERFORMANCE CONCRETE.” 2001. Web. 20 Sep 2020.

Vancouver:

RODRIGUES GJDO. [en] EXPERIMENTAL DETERMINATION OF FRACTURE ENERGY OF HIGH-PERFORMANCE CONCRETE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1473.

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

Council of Science Editors:

RODRIGUES GJDO. [en] EXPERIMENTAL DETERMINATION OF FRACTURE ENERGY OF HIGH-PERFORMANCE CONCRETE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1473

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. ELCIO CASSIMIRO ALVES. [en] A COMPUTATIONAL TECHNIQUE FOR DEFINITION OF STRUT AND TIE MODELS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] O presente trabalho tem por objetivo desenvolver uma formulação e um sistema que seja uma ferramenta auxiliar para o engenheiro de projeto na definição… (more)

Subjects/Keywords: [pt] PROGRAMACAO LINEAR; [en] LINEAR PROGRAMMING; [pt] BIELAS; [en] STRUTS; [pt] TIRANTES; [en] TIES; [pt] LINDO; [en] LINDO

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

APA (6th Edition):

ALVES, E. C. (2001). [en] A COMPUTATIONAL TECHNIQUE FOR DEFINITION OF STRUT AND TIE MODELS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1404

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):

ALVES, ELCIO CASSIMIRO. “[en] A COMPUTATIONAL TECHNIQUE FOR DEFINITION OF STRUT AND TIE MODELS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1404.

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

MLA Handbook (7th Edition):

ALVES, ELCIO CASSIMIRO. “[en] A COMPUTATIONAL TECHNIQUE FOR DEFINITION OF STRUT AND TIE MODELS.” 2001. Web. 20 Sep 2020.

Vancouver:

ALVES EC. [en] A COMPUTATIONAL TECHNIQUE FOR DEFINITION OF STRUT AND TIE MODELS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1404.

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

Council of Science Editors:

ALVES EC. [en] A COMPUTATIONAL TECHNIQUE FOR DEFINITION OF STRUT AND TIE MODELS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1404

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. RICARDO OLIVEIRA DA CUNHA LIMA. [en] STRUT AND TIE MODELS THROUGH TOPOLOGICAL OPTIMIZATION TECHNIQUES.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Modelos de bielas e tirantes são, em última análise, representações discretas dos campos de tensão nos elementos estruturais de concreto armado próximos da ruptura… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [es] CONCRETO REFORZADO; [pt] MODELO DE BIELAS; [en] STRUT MODEL; [pt] MODELO DE TIRANTES; [en] TIE MODEL; [pt] OTIMIZACAO TOPOLOGICA; [en] TOPOLOGY OPTIMIZATION

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

APA (6th Edition):

LIMA, R. O. D. C. (2001). [en] STRUT AND TIE MODELS THROUGH TOPOLOGICAL OPTIMIZATION TECHNIQUES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1407

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):

LIMA, RICARDO OLIVEIRA DA CUNHA. “[en] STRUT AND TIE MODELS THROUGH TOPOLOGICAL OPTIMIZATION TECHNIQUES.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1407.

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

MLA Handbook (7th Edition):

LIMA, RICARDO OLIVEIRA DA CUNHA. “[en] STRUT AND TIE MODELS THROUGH TOPOLOGICAL OPTIMIZATION TECHNIQUES.” 2001. Web. 20 Sep 2020.

Vancouver:

LIMA RODC. [en] STRUT AND TIE MODELS THROUGH TOPOLOGICAL OPTIMIZATION TECHNIQUES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1407.

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

Council of Science Editors:

LIMA RODC. [en] STRUT AND TIE MODELS THROUGH TOPOLOGICAL OPTIMIZATION TECHNIQUES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1407

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. ALEXANDRE MIRANDA MONTALVERNE. [en] DESIGN OF CONCRETE SLAB PANELS USING THE FINITE ELEMENT METHOD AND MATHEMATICAL PROGRAMMING.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho apresenta-se ferramentas computacionais para o projeto de lajes maciças de concreto armado. O projeto de lajes é feito utilizando-se uma análise elástica,… (more)

Subjects/Keywords: [pt] ELEMENTOS FINITOS; [en] FINITE ELEMENTS; [pt] LAJES DE CONCRETO ARMADO; [en] CONCRETE SLAB PANEL; [pt] PROJETO OTIMO; [en] OPTIMUM PROJECT

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

APA (6th Edition):

MONTALVERNE, A. M. (2001). [en] DESIGN OF CONCRETE SLAB PANELS USING THE FINITE ELEMENT METHOD AND MATHEMATICAL PROGRAMMING. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2059

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):

MONTALVERNE, ALEXANDRE MIRANDA. “[en] DESIGN OF CONCRETE SLAB PANELS USING THE FINITE ELEMENT METHOD AND MATHEMATICAL PROGRAMMING.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2059.

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

MLA Handbook (7th Edition):

MONTALVERNE, ALEXANDRE MIRANDA. “[en] DESIGN OF CONCRETE SLAB PANELS USING THE FINITE ELEMENT METHOD AND MATHEMATICAL PROGRAMMING.” 2001. Web. 20 Sep 2020.

Vancouver:

MONTALVERNE AM. [en] DESIGN OF CONCRETE SLAB PANELS USING THE FINITE ELEMENT METHOD AND MATHEMATICAL PROGRAMMING. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2059.

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

Council of Science Editors:

MONTALVERNE AM. [en] DESIGN OF CONCRETE SLAB PANELS USING THE FINITE ELEMENT METHOD AND MATHEMATICAL PROGRAMMING. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2059

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

.