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You searched for subject:( Seismic Vulnerability). Showing records 1 – 30 of 62 total matches.

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University of Canterbury

1. Quintana-Gallo, Patricio Ignacio. The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings.

Degree: Civil and Natural Resources Engineering, 2014, University of Canterbury

 Seismically vulnerable buildings constitute a major problem for the safety of human beings. In many parts of the world, reinforced concrete (RC) frame buildings designed… (more)

Subjects/Keywords: Nonlinear Structural Dynamics; Earthquake Engineering; Seismic Assessment; Seismic Retrofit; Seismic Vulnerability; Seismic Uncertainty

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

APA (6th Edition):

Quintana-Gallo, P. I. (2014). The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/9999

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):

Quintana-Gallo, Patricio Ignacio. “The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings.” 2014. Thesis, University of Canterbury. Accessed November 14, 2019. http://hdl.handle.net/10092/9999.

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

MLA Handbook (7th Edition):

Quintana-Gallo, Patricio Ignacio. “The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings.” 2014. Web. 14 Nov 2019.

Vancouver:

Quintana-Gallo PI. The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings. [Internet] [Thesis]. University of Canterbury; 2014. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10092/9999.

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

Council of Science Editors:

Quintana-Gallo PI. The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings. [Thesis]. University of Canterbury; 2014. Available from: http://hdl.handle.net/10092/9999

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


Penn State University

2. Seo, Junwon. SEISMIC VULNERABILITY ASSESSMENT OF A FAMILY OF HORIZONTALLY CURVED STEEL BRIDGES USING RESPONSE SURFACE METAMODELS.

Degree: PhD, Civil Engineering, 2009, Penn State University

 Civil infrastructure systems must be designed and constructed to resist the effects of natural and manmade hazards to ensure public safety and to support the… (more)

Subjects/Keywords: Bridge; Metamodels; Fragility Curves; Seismic Vulnerability Assessment

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APA (6th Edition):

Seo, J. (2009). SEISMIC VULNERABILITY ASSESSMENT OF A FAMILY OF HORIZONTALLY CURVED STEEL BRIDGES USING RESPONSE SURFACE METAMODELS. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9827

Chicago Manual of Style (16th Edition):

Seo, Junwon. “SEISMIC VULNERABILITY ASSESSMENT OF A FAMILY OF HORIZONTALLY CURVED STEEL BRIDGES USING RESPONSE SURFACE METAMODELS.” 2009. Doctoral Dissertation, Penn State University. Accessed November 14, 2019. https://etda.libraries.psu.edu/catalog/9827.

MLA Handbook (7th Edition):

Seo, Junwon. “SEISMIC VULNERABILITY ASSESSMENT OF A FAMILY OF HORIZONTALLY CURVED STEEL BRIDGES USING RESPONSE SURFACE METAMODELS.” 2009. Web. 14 Nov 2019.

Vancouver:

Seo J. SEISMIC VULNERABILITY ASSESSMENT OF A FAMILY OF HORIZONTALLY CURVED STEEL BRIDGES USING RESPONSE SURFACE METAMODELS. [Internet] [Doctoral dissertation]. Penn State University; 2009. [cited 2019 Nov 14]. Available from: https://etda.libraries.psu.edu/catalog/9827.

Council of Science Editors:

Seo J. SEISMIC VULNERABILITY ASSESSMENT OF A FAMILY OF HORIZONTALLY CURVED STEEL BRIDGES USING RESPONSE SURFACE METAMODELS. [Doctoral Dissertation]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9827


Universitat Politècnica de València

3. Iborra Posadas, Joaquim. ESTIMACIÓ DE LA VULNERABILITAT SÍSMICA D'UNA ZONA RESIDENCIAL I PREDICCIÓ DEL SEU DANY ESPERAT EN FUNCIÓ DE LA INTENSITAT SÍSMICA .

Degree: 2016, Universitat Politècnica de València

 [EN] This thesis proposes a method for assessing the seismic vulnerability of the residential building in Valencia, understood according to the definition of Sandi (1983),… (more)

Subjects/Keywords: Seismic vulnerability; Earthquake; Push-over; Damage buildings

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APA (6th Edition):

Iborra Posadas, J. (2016). ESTIMACIÓ DE LA VULNERABILITAT SÍSMICA D'UNA ZONA RESIDENCIAL I PREDICCIÓ DEL SEU DANY ESPERAT EN FUNCIÓ DE LA INTENSITAT SÍSMICA . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/62592

Chicago Manual of Style (16th Edition):

Iborra Posadas, Joaquim. “ESTIMACIÓ DE LA VULNERABILITAT SÍSMICA D'UNA ZONA RESIDENCIAL I PREDICCIÓ DEL SEU DANY ESPERAT EN FUNCIÓ DE LA INTENSITAT SÍSMICA .” 2016. Doctoral Dissertation, Universitat Politècnica de València. Accessed November 14, 2019. http://hdl.handle.net/10251/62592.

MLA Handbook (7th Edition):

Iborra Posadas, Joaquim. “ESTIMACIÓ DE LA VULNERABILITAT SÍSMICA D'UNA ZONA RESIDENCIAL I PREDICCIÓ DEL SEU DANY ESPERAT EN FUNCIÓ DE LA INTENSITAT SÍSMICA .” 2016. Web. 14 Nov 2019.

Vancouver:

Iborra Posadas J. ESTIMACIÓ DE LA VULNERABILITAT SÍSMICA D'UNA ZONA RESIDENCIAL I PREDICCIÓ DEL SEU DANY ESPERAT EN FUNCIÓ DE LA INTENSITAT SÍSMICA . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2016. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10251/62592.

Council of Science Editors:

Iborra Posadas J. ESTIMACIÓ DE LA VULNERABILITAT SÍSMICA D'UNA ZONA RESIDENCIAL I PREDICCIÓ DEL SEU DANY ESPERAT EN FUNCIÓ DE LA INTENSITAT SÍSMICA . [Doctoral Dissertation]. Universitat Politècnica de València; 2016. Available from: http://hdl.handle.net/10251/62592


Universidade do Minho

4. Candeias, Paulo. Avaliação da vulnerabilidade sísmica de edifícios de alvenaria .

Degree: 2009, Universidade do Minho

 O parque habitacional de Portugal Continental contém algumas tipologias construtivas de elevada vulnerabilidade sísmica relativamente às quais urge actuar de modo a reduzir o risco… (more)

Subjects/Keywords: Edifícios “gaioleiros”; Ensaios sísmicos; Vulnerabilidade sísmica; Reforço sísmico; “Gaioleiro” buildings; Seismic testing; Seismic vulnerability; Seismic strengthening

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

APA (6th Edition):

Candeias, P. (2009). Avaliação da vulnerabilidade sísmica de edifícios de alvenaria . (Doctoral Dissertation). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/9057

Chicago Manual of Style (16th Edition):

Candeias, Paulo. “Avaliação da vulnerabilidade sísmica de edifícios de alvenaria .” 2009. Doctoral Dissertation, Universidade do Minho. Accessed November 14, 2019. http://hdl.handle.net/1822/9057.

MLA Handbook (7th Edition):

Candeias, Paulo. “Avaliação da vulnerabilidade sísmica de edifícios de alvenaria .” 2009. Web. 14 Nov 2019.

Vancouver:

Candeias P. Avaliação da vulnerabilidade sísmica de edifícios de alvenaria . [Internet] [Doctoral dissertation]. Universidade do Minho; 2009. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1822/9057.

Council of Science Editors:

Candeias P. Avaliação da vulnerabilidade sísmica de edifícios de alvenaria . [Doctoral Dissertation]. Universidade do Minho; 2009. Available from: http://hdl.handle.net/1822/9057


Addis Ababa University

5. DANIEL, GETACHEW GEBREYOHANNES. ASSESSMENT OF SEISMIC VULNERABILITY OF REINFORCED CONCRETE BUILDINGS: A CASE STUDY OF SELECTED BUILDINGS CONSTRUCTED IN ADDIS ABABA .

Degree: 2012, Addis Ababa University

 This thesis is conducted to evaluate seismic vulnerability and investigate nonlinear behaviors of existing reinforced concrete buildings constructed in Addis Ababa. The paper examines four… (more)

Subjects/Keywords: Pinching; Seismic Vulnerability; Nonlinear Dynamic Analysis; Stiffness Degradation; Strength Decay

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APA (6th Edition):

DANIEL, G. G. (2012). ASSESSMENT OF SEISMIC VULNERABILITY OF REINFORCED CONCRETE BUILDINGS: A CASE STUDY OF SELECTED BUILDINGS CONSTRUCTED IN ADDIS ABABA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4334

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):

DANIEL, GETACHEW GEBREYOHANNES. “ASSESSMENT OF SEISMIC VULNERABILITY OF REINFORCED CONCRETE BUILDINGS: A CASE STUDY OF SELECTED BUILDINGS CONSTRUCTED IN ADDIS ABABA .” 2012. Thesis, Addis Ababa University. Accessed November 14, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4334.

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

MLA Handbook (7th Edition):

DANIEL, GETACHEW GEBREYOHANNES. “ASSESSMENT OF SEISMIC VULNERABILITY OF REINFORCED CONCRETE BUILDINGS: A CASE STUDY OF SELECTED BUILDINGS CONSTRUCTED IN ADDIS ABABA .” 2012. Web. 14 Nov 2019.

Vancouver:

DANIEL GG. ASSESSMENT OF SEISMIC VULNERABILITY OF REINFORCED CONCRETE BUILDINGS: A CASE STUDY OF SELECTED BUILDINGS CONSTRUCTED IN ADDIS ABABA . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2019 Nov 14]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4334.

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

Council of Science Editors:

DANIEL GG. ASSESSMENT OF SEISMIC VULNERABILITY OF REINFORCED CONCRETE BUILDINGS: A CASE STUDY OF SELECTED BUILDINGS CONSTRUCTED IN ADDIS ABABA . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4334

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

6. Halfaya, Fatma Zohra. Evaluation des courbes de vulnerabilité sismique d'un réseau de conduites enterrées : Assessment of seismic vulnerability curves for burried pipelines.

Degree: Docteur es, Mécanique, génie mécanique, génie civil, 2013, Cachan, Ecole normale supérieure

Les travaux effectués dans le cadre de cette thèse portent sur l’analyse de la vulnérabilité sismique des canalisations enterrés d’un réseau d’alimentation en eau potable… (more)

Subjects/Keywords: Vulnérabilité sismique; Réseau de conduites enterrées; Seismic vulnerability; Burried pipelines

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APA (6th Edition):

Halfaya, F. Z. (2013). Evaluation des courbes de vulnerabilité sismique d'un réseau de conduites enterrées : Assessment of seismic vulnerability curves for burried pipelines. (Doctoral Dissertation). Cachan, Ecole normale supérieure. Retrieved from http://www.theses.fr/2013DENS0065

Chicago Manual of Style (16th Edition):

Halfaya, Fatma Zohra. “Evaluation des courbes de vulnerabilité sismique d'un réseau de conduites enterrées : Assessment of seismic vulnerability curves for burried pipelines.” 2013. Doctoral Dissertation, Cachan, Ecole normale supérieure. Accessed November 14, 2019. http://www.theses.fr/2013DENS0065.

MLA Handbook (7th Edition):

Halfaya, Fatma Zohra. “Evaluation des courbes de vulnerabilité sismique d'un réseau de conduites enterrées : Assessment of seismic vulnerability curves for burried pipelines.” 2013. Web. 14 Nov 2019.

Vancouver:

Halfaya FZ. Evaluation des courbes de vulnerabilité sismique d'un réseau de conduites enterrées : Assessment of seismic vulnerability curves for burried pipelines. [Internet] [Doctoral dissertation]. Cachan, Ecole normale supérieure; 2013. [cited 2019 Nov 14]. Available from: http://www.theses.fr/2013DENS0065.

Council of Science Editors:

Halfaya FZ. Evaluation des courbes de vulnerabilité sismique d'un réseau de conduites enterrées : Assessment of seismic vulnerability curves for burried pipelines. [Doctoral Dissertation]. Cachan, Ecole normale supérieure; 2013. Available from: http://www.theses.fr/2013DENS0065


Royal Roads University

7. Pearson, Deborah Ann. Community resilience to seismic events : a case study of Haida Gwaii, Canada .

Degree: 2019, Royal Roads University

 Small, remote communities situated along the Pacific Northwest coast of British Columbia are vulnerable to seismic events including earthquakes, and near- and far-field tsunamis. These… (more)

Subjects/Keywords: emergency management; remote communities; resilience; seismic events; vulnerability

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APA (6th Edition):

Pearson, D. A. (2019). Community resilience to seismic events : a case study of Haida Gwaii, Canada . (Thesis). Royal Roads University. Retrieved from http://hdl.handle.net/10613/11856

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):

Pearson, Deborah Ann. “Community resilience to seismic events : a case study of Haida Gwaii, Canada .” 2019. Thesis, Royal Roads University. Accessed November 14, 2019. http://hdl.handle.net/10613/11856.

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

MLA Handbook (7th Edition):

Pearson, Deborah Ann. “Community resilience to seismic events : a case study of Haida Gwaii, Canada .” 2019. Web. 14 Nov 2019.

Vancouver:

Pearson DA. Community resilience to seismic events : a case study of Haida Gwaii, Canada . [Internet] [Thesis]. Royal Roads University; 2019. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10613/11856.

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

Council of Science Editors:

Pearson DA. Community resilience to seismic events : a case study of Haida Gwaii, Canada . [Thesis]. Royal Roads University; 2019. Available from: http://hdl.handle.net/10613/11856

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

8. Mendonça, Filipa Ingham Lopes de. Análise sísmica e proposta de reforço de uma estrutura do séc. XIX sujeita a uma reabilitação parcial.

Degree: 2015, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho final de Mestrado para a obtenção do grau de mestre em Engenharia Civil

Numa primeira fase, estre trabalho apresenta um enquadramento sobre o tema… (more)

Subjects/Keywords: Sismo; Reforço sísmico; Teatro Luís de Camões; Vulnerabilidade sísmica; Reabilitação; Earthquake; Seismic reinforcement; Luís de Camões Theatre; Seismic vulnerability; Rehabilitation

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APA (6th Edition):

Mendonça, F. I. L. d. (2015). Análise sísmica e proposta de reforço de uma estrutura do séc. XIX sujeita a uma reabilitação parcial. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5945

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):

Mendonça, Filipa Ingham Lopes de. “Análise sísmica e proposta de reforço de uma estrutura do séc. XIX sujeita a uma reabilitação parcial.” 2015. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed November 14, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5945.

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

MLA Handbook (7th Edition):

Mendonça, Filipa Ingham Lopes de. “Análise sísmica e proposta de reforço de uma estrutura do séc. XIX sujeita a uma reabilitação parcial.” 2015. Web. 14 Nov 2019.

Vancouver:

Mendonça FILd. Análise sísmica e proposta de reforço de uma estrutura do séc. XIX sujeita a uma reabilitação parcial. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. [cited 2019 Nov 14]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5945.

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

Council of Science Editors:

Mendonça FILd. Análise sísmica e proposta de reforço de uma estrutura do séc. XIX sujeita a uma reabilitação parcial. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5945

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


University of Ottawa

9. Al Mamun, Abdullah. Seismic Damage Assessment of Reinforced Concrete Frame Buildings in Canada .

Degree: 2017, University of Ottawa

 The emphasis on seismic design and assessment of reinforced concrete (RC) frame structure has shifted from force-based to performance-based design and assessment to accommodate strength… (more)

Subjects/Keywords: Damage Assessment; Frame Structure; Seismic Analysis; Nonlinear Dynamic Analysis; Fragility Curve; Seismic Vulnerability; Reinforced Concrete; Ductile Structure

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

APA (6th Edition):

Al Mamun, A. (2017). Seismic Damage Assessment of Reinforced Concrete Frame Buildings in Canada . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/36188

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):

Al Mamun, Abdullah. “Seismic Damage Assessment of Reinforced Concrete Frame Buildings in Canada .” 2017. Thesis, University of Ottawa. Accessed November 14, 2019. http://hdl.handle.net/10393/36188.

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

MLA Handbook (7th Edition):

Al Mamun, Abdullah. “Seismic Damage Assessment of Reinforced Concrete Frame Buildings in Canada .” 2017. Web. 14 Nov 2019.

Vancouver:

Al Mamun A. Seismic Damage Assessment of Reinforced Concrete Frame Buildings in Canada . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10393/36188.

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

Council of Science Editors:

Al Mamun A. Seismic Damage Assessment of Reinforced Concrete Frame Buildings in Canada . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/36188

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

10. Salameh, Christelle. Vibrations ambiantes, contenu spectral et dommages sismiques : nouvelle approche adaptée à l’échelle urbaine. Application à Beyrouth : Ambient vibrations, spectral content and seismic damages : new approach adapted to the urban scale. Application on Beirut.

Degree: Docteur es, Sciences de la terre et de l'univers, et de l'environnement, 2016, Grenoble Alpes

Il a été observé maintes fois dans les enquêtes post-sismiques que les structures ayant des fréquences similaires à celles du sol de fondation présentent des… (more)

Subjects/Keywords: Vulnérabilité; Coincidences spectrales; Risque sismique; Endommagement; Vulnerability; Spectral coincidence; Seismic risk; Damage; 550

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

APA (6th Edition):

Salameh, C. (2016). Vibrations ambiantes, contenu spectral et dommages sismiques : nouvelle approche adaptée à l’échelle urbaine. Application à Beyrouth : Ambient vibrations, spectral content and seismic damages : new approach adapted to the urban scale. Application on Beirut. (Doctoral Dissertation). Grenoble Alpes. Retrieved from http://www.theses.fr/2016GREAU008

Chicago Manual of Style (16th Edition):

Salameh, Christelle. “Vibrations ambiantes, contenu spectral et dommages sismiques : nouvelle approche adaptée à l’échelle urbaine. Application à Beyrouth : Ambient vibrations, spectral content and seismic damages : new approach adapted to the urban scale. Application on Beirut.” 2016. Doctoral Dissertation, Grenoble Alpes. Accessed November 14, 2019. http://www.theses.fr/2016GREAU008.

MLA Handbook (7th Edition):

Salameh, Christelle. “Vibrations ambiantes, contenu spectral et dommages sismiques : nouvelle approche adaptée à l’échelle urbaine. Application à Beyrouth : Ambient vibrations, spectral content and seismic damages : new approach adapted to the urban scale. Application on Beirut.” 2016. Web. 14 Nov 2019.

Vancouver:

Salameh C. Vibrations ambiantes, contenu spectral et dommages sismiques : nouvelle approche adaptée à l’échelle urbaine. Application à Beyrouth : Ambient vibrations, spectral content and seismic damages : new approach adapted to the urban scale. Application on Beirut. [Internet] [Doctoral dissertation]. Grenoble Alpes; 2016. [cited 2019 Nov 14]. Available from: http://www.theses.fr/2016GREAU008.

Council of Science Editors:

Salameh C. Vibrations ambiantes, contenu spectral et dommages sismiques : nouvelle approche adaptée à l’échelle urbaine. Application à Beyrouth : Ambient vibrations, spectral content and seismic damages : new approach adapted to the urban scale. Application on Beirut. [Doctoral Dissertation]. Grenoble Alpes; 2016. Available from: http://www.theses.fr/2016GREAU008


University of Western Ontario

11. Dadfar, Behrang. Seismic Vulnerability of Buried Energy Pipelines in Northern Canada.

Degree: 2016, University of Western Ontario

 Permafrost in Canada’s North covers the terrain either continuously or discontinuously. Geological hazards associated with the presence of permafrost are serious barriers against development of… (more)

Subjects/Keywords: buried steel pipelines; cold regions; vulnerability functions; seismic wave propagation; permafrost; Geotechnical Engineering; Structural Engineering

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APA (6th Edition):

Dadfar, B. (2016). Seismic Vulnerability of Buried Energy Pipelines in Northern Canada. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/3805

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):

Dadfar, Behrang. “Seismic Vulnerability of Buried Energy Pipelines in Northern Canada.” 2016. Thesis, University of Western Ontario. Accessed November 14, 2019. https://ir.lib.uwo.ca/etd/3805.

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

MLA Handbook (7th Edition):

Dadfar, Behrang. “Seismic Vulnerability of Buried Energy Pipelines in Northern Canada.” 2016. Web. 14 Nov 2019.

Vancouver:

Dadfar B. Seismic Vulnerability of Buried Energy Pipelines in Northern Canada. [Internet] [Thesis]. University of Western Ontario; 2016. [cited 2019 Nov 14]. Available from: https://ir.lib.uwo.ca/etd/3805.

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

Council of Science Editors:

Dadfar B. Seismic Vulnerability of Buried Energy Pipelines in Northern Canada. [Thesis]. University of Western Ontario; 2016. Available from: https://ir.lib.uwo.ca/etd/3805

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

12. Jerez Barbosa, Sandra. Vulnérabilité sismique des ouvrages : évaluation des réponses et des dommages structuraux : Seismic vulnerability of buildings : Response and damage assessment.

Degree: Docteur es, Génie Civil, 2011, Université Paris-Est

Dans le cadre de l'analyse et de la gestion intégrée des risques sismiques, deux approches sont proposées. La première, une méthode pseudo - adaptative de… (more)

Subjects/Keywords: Risques naturels; Vulnérabilité sismique; Dommage; Seismic risk; Vulnerability; Damage assessment; Pushover analysis

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APA (6th Edition):

Jerez Barbosa, S. (2011). Vulnérabilité sismique des ouvrages : évaluation des réponses et des dommages structuraux : Seismic vulnerability of buildings : Response and damage assessment. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2011PEST1087

Chicago Manual of Style (16th Edition):

Jerez Barbosa, Sandra. “Vulnérabilité sismique des ouvrages : évaluation des réponses et des dommages structuraux : Seismic vulnerability of buildings : Response and damage assessment.” 2011. Doctoral Dissertation, Université Paris-Est. Accessed November 14, 2019. http://www.theses.fr/2011PEST1087.

MLA Handbook (7th Edition):

Jerez Barbosa, Sandra. “Vulnérabilité sismique des ouvrages : évaluation des réponses et des dommages structuraux : Seismic vulnerability of buildings : Response and damage assessment.” 2011. Web. 14 Nov 2019.

Vancouver:

Jerez Barbosa S. Vulnérabilité sismique des ouvrages : évaluation des réponses et des dommages structuraux : Seismic vulnerability of buildings : Response and damage assessment. [Internet] [Doctoral dissertation]. Université Paris-Est; 2011. [cited 2019 Nov 14]. Available from: http://www.theses.fr/2011PEST1087.

Council of Science Editors:

Jerez Barbosa S. Vulnérabilité sismique des ouvrages : évaluation des réponses et des dommages structuraux : Seismic vulnerability of buildings : Response and damage assessment. [Doctoral Dissertation]. Université Paris-Est; 2011. Available from: http://www.theses.fr/2011PEST1087


University of Ottawa

13. Rafie Nazari, Yasamin. Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada .

Degree: 2017, University of Ottawa

 Damage observed after previous earthquakes indicates that a large number of existing buildings are vulnerable to seismic hazard. This research intends to assess seismic vulnerability(more)

Subjects/Keywords: fragility curves; vulnerability analysis; nonlinear modelling; dynamic analysis; seismic assessment; shear wall buildings

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

APA (6th Edition):

Rafie Nazari, Y. (2017). Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/36090

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):

Rafie Nazari, Yasamin. “Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada .” 2017. Thesis, University of Ottawa. Accessed November 14, 2019. http://hdl.handle.net/10393/36090.

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

MLA Handbook (7th Edition):

Rafie Nazari, Yasamin. “Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada .” 2017. Web. 14 Nov 2019.

Vancouver:

Rafie Nazari Y. Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10393/36090.

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

Council of Science Editors:

Rafie Nazari Y. Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/36090

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

14. Neto, Lizandra Semedo. Verificação da segurança sísmica de um edifício existente em betão armado.

Degree: 2015, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Estruturas

O presente trabalho tem como objetivo… (more)

Subjects/Keywords: Eurocódigo 8; Ação sísmica; Ductilidade; Vulnerabilidade sísmica; Capacidade real; Deslocamentos; Verificação da segurança sísmica; Vision 2000; Eurocode 8; Seismic action; Ductility; Seismic vulnerability; Capacity design; Drifts; Seismic safety verification

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

APA (6th Edition):

Neto, L. S. (2015). Verificação da segurança sísmica de um edifício existente em betão armado. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6067

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, Lizandra Semedo. “Verificação da segurança sísmica de um edifício existente em betão armado.” 2015. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed November 14, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6067.

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

MLA Handbook (7th Edition):

Neto, Lizandra Semedo. “Verificação da segurança sísmica de um edifício existente em betão armado.” 2015. Web. 14 Nov 2019.

Vancouver:

Neto LS. Verificação da segurança sísmica de um edifício existente em betão armado. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. [cited 2019 Nov 14]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6067.

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

Council of Science Editors:

Neto LS. Verificação da segurança sísmica de um edifício existente em betão armado. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6067

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

15. Almeida, Joana Sofia Matias Resina de. Projecto de reforço de um edifício de habitação com planta em forma de "L", do tipo "placa" de médio porte.

Degree: 2017, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho final de mestrado para obtenção do grau de Mestre em Engenharia Civil

Nas últimas décadas, tem sido reforçado o estudo do comportamento estrutural de… (more)

Subjects/Keywords: Desempenho sísmico; Seismic behaviour; Dano sísmico; Seismic damage; Projecto reforço; Reinforcement project; Reforço estrutural; Structural reinforcement; Vulnerabilidade sísmica; Seismic vulnerability; Viabilidade económica; Economic viability

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

APA (6th Edition):

Almeida, J. S. M. R. d. (2017). Projecto de reforço de um edifício de habitação com planta em forma de "L", do tipo "placa" de médio porte. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/8849

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, Joana Sofia Matias Resina de. “Projecto de reforço de um edifício de habitação com planta em forma de "L", do tipo "placa" de médio porte.” 2017. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed November 14, 2019. https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/8849.

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

MLA Handbook (7th Edition):

Almeida, Joana Sofia Matias Resina de. “Projecto de reforço de um edifício de habitação com planta em forma de "L", do tipo "placa" de médio porte.” 2017. Web. 14 Nov 2019.

Vancouver:

Almeida JSMRd. Projecto de reforço de um edifício de habitação com planta em forma de "L", do tipo "placa" de médio porte. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2017. [cited 2019 Nov 14]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/8849.

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

Council of Science Editors:

Almeida JSMRd. Projecto de reforço de um edifício de habitação com planta em forma de "L", do tipo "placa" de médio porte. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2017. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/8849

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


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

16. Κουρής, Λεωνίδας - Αλέξανδρος. Αποτίμηση της σεισμικής συμπεριφοράς κτιρίων από ξυλόπηκτη φέρουσα τοιχοποιία.

Degree: 2012, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

 This doctoral dissertation deals with the non-linear behaviour under seismic loading and the seismic vulnerability of structures made of traditional timber-framed masonry (ΤF). Firstly, the… (more)

Subjects/Keywords: Ξυλόπηκτη τοιχοποιΐα; Σεισμική συμπεριφορά; Ανελαστική προσομοίωση; Μοντέλο πλαστικότητας; Αδρομερές μακρο-μοντέλο; Λευκάδα; Σεισμική τρωτότητα; Timber framed masonry; Seismic response; Non-linear modelling; Plasticity model; Simplified macro-model; Lefkas; Seismic vulnerability

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

APA (6th Edition):

Κουρής, . . -. . (2012). Αποτίμηση της σεισμικής συμπεριφοράς κτιρίων από ξυλόπηκτη φέρουσα τοιχοποιία. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/29305

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):

Κουρής, Λεωνίδας - Αλέξανδρος. “Αποτίμηση της σεισμικής συμπεριφοράς κτιρίων από ξυλόπηκτη φέρουσα τοιχοποιία.” 2012. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed November 14, 2019. http://hdl.handle.net/10442/hedi/29305.

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

MLA Handbook (7th Edition):

Κουρής, Λεωνίδας - Αλέξανδρος. “Αποτίμηση της σεισμικής συμπεριφοράς κτιρίων από ξυλόπηκτη φέρουσα τοιχοποιία.” 2012. Web. 14 Nov 2019.

Vancouver:

Κουρής -. Αποτίμηση της σεισμικής συμπεριφοράς κτιρίων από ξυλόπηκτη φέρουσα τοιχοποιία. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2012. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10442/hedi/29305.

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

Council of Science Editors:

Κουρής -. Αποτίμηση της σεισμικής συμπεριφοράς κτιρίων από ξυλόπηκτη φέρουσα τοιχοποιία. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2012. Available from: http://hdl.handle.net/10442/hedi/29305

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


Universidade do Minho

17. Lamego, P. Reforço sísmico de edifícios de habitação. Viabilidade da mitigação do risco .

Degree: 2014, Universidade do Minho

 Uma das principais missões de um engenheiro civil é a garantia da segurança e protecção de pessoas e bens. Ora, é do conhecimento geral que… (more)

Subjects/Keywords: Análise custo/benefício; Análise pushover; Custos do reforço; Eficiência dos reforços; Risco sísmico; Vulnerabilidade sísmica; Cost-benefit analysis; Cost of strengthening; Efficiency of reinforcement; Pushover analysis; Seismic risk; Seismic vulnerability

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

APA (6th Edition):

Lamego, P. (2014). Reforço sísmico de edifícios de habitação. Viabilidade da mitigação do risco . (Doctoral Dissertation). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/36196

Chicago Manual of Style (16th Edition):

Lamego, P. “Reforço sísmico de edifícios de habitação. Viabilidade da mitigação do risco .” 2014. Doctoral Dissertation, Universidade do Minho. Accessed November 14, 2019. http://hdl.handle.net/1822/36196.

MLA Handbook (7th Edition):

Lamego, P. “Reforço sísmico de edifícios de habitação. Viabilidade da mitigação do risco .” 2014. Web. 14 Nov 2019.

Vancouver:

Lamego P. Reforço sísmico de edifícios de habitação. Viabilidade da mitigação do risco . [Internet] [Doctoral dissertation]. Universidade do Minho; 2014. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1822/36196.

Council of Science Editors:

Lamego P. Reforço sísmico de edifícios de habitação. Viabilidade da mitigação do risco . [Doctoral Dissertation]. Universidade do Minho; 2014. Available from: http://hdl.handle.net/1822/36196

18. Valente, Diana Filipa Ferreira. Análise sísmica não-linear de edifícios de alvenaria: modelação numérica de ensaios experimentais realizados em mesa sísmica.

Degree: 2017, Repositório Científico do Instituto Politécnico de Lisboa

Dissertação para obtenção do grau de mestre em Engenharia Civil especialização em Estruturas

É indiscutível que a cidade de Lisboa tem um rico legado arquitetónico… (more)

Subjects/Keywords: Comportamento sísmico; Análise pushover; Rótulas plásticas; Edifícios gaioleiros; Curva de capacidade; Edifícios de alvenaria; Vulnerabilidade sísmica; Seismic behavior; Pushover analysis; Plastic hinges; Gaioleiros buildings; Capacity curve; Masonry buildings; Seismic vulnerability

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

APA (6th Edition):

Valente, D. F. F. (2017). Análise sísmica não-linear de edifícios de alvenaria: modelação numérica de ensaios experimentais realizados em mesa sísmica. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/7241

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):

Valente, Diana Filipa Ferreira. “Análise sísmica não-linear de edifícios de alvenaria: modelação numérica de ensaios experimentais realizados em mesa sísmica.” 2017. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed November 14, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/7241.

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

MLA Handbook (7th Edition):

Valente, Diana Filipa Ferreira. “Análise sísmica não-linear de edifícios de alvenaria: modelação numérica de ensaios experimentais realizados em mesa sísmica.” 2017. Web. 14 Nov 2019.

Vancouver:

Valente DFF. Análise sísmica não-linear de edifícios de alvenaria: modelação numérica de ensaios experimentais realizados em mesa sísmica. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2017. [cited 2019 Nov 14]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/7241.

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

Council of Science Editors:

Valente DFF. Análise sísmica não-linear de edifícios de alvenaria: modelação numérica de ensaios experimentais realizados em mesa sísmica. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2017. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/7241

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


Universidade dos Açores

19. Félix, Rui Jorge Botelho. Uso de redes telemétricas no controlo do risco de infra-estruturas de abastecimento de água em zonas sísmicas.

Degree: 2009, Universidade dos Açores

Dissertação de Mestrado em Ambiente, Saúde e Segurança

Pela sua importância central em qualquer actividade, a água, onde se originou a vida como conhecemos, deve… (more)

Subjects/Keywords: Gestão Ambiental; Monitorização Sísmica; Recursos Hídricos; Sistemas de Abastecimento de Água; Vulnerabilidade Sísmica; Açores; Environmental Management; Seismic Monitoring; Seismic Vulnerability; Water Resources; Water Supply Systems; Azores

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

APA (6th Edition):

Félix, R. J. B. (2009). Uso de redes telemétricas no controlo do risco de infra-estruturas de abastecimento de água em zonas sísmicas. (Thesis). Universidade dos Açores. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.uac.pt:10400.3/258

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):

Félix, Rui Jorge Botelho. “Uso de redes telemétricas no controlo do risco de infra-estruturas de abastecimento de água em zonas sísmicas.” 2009. Thesis, Universidade dos Açores. Accessed November 14, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.uac.pt:10400.3/258.

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

MLA Handbook (7th Edition):

Félix, Rui Jorge Botelho. “Uso de redes telemétricas no controlo do risco de infra-estruturas de abastecimento de água em zonas sísmicas.” 2009. Web. 14 Nov 2019.

Vancouver:

Félix RJB. Uso de redes telemétricas no controlo do risco de infra-estruturas de abastecimento de água em zonas sísmicas. [Internet] [Thesis]. Universidade dos Açores; 2009. [cited 2019 Nov 14]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.uac.pt:10400.3/258.

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

Council of Science Editors:

Félix RJB. Uso de redes telemétricas no controlo do risco de infra-estruturas de abastecimento de água em zonas sísmicas. [Thesis]. Universidade dos Açores; 2009. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.uac.pt:10400.3/258

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


Indian Institute of Science

20. Manju, M A. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.

Degree: 2016, Indian Institute of Science

 Reinforced concrete frames, infilled with brick/concrete block masonry, are the most common type of structures found in multi-storeyed constructions, especially in developing countries. Usually, the… (more)

Subjects/Keywords: Masonry Infilled RC Frames; Seismic Loading; Linear Elastic Analysis; Reinforced Concrete; Young's Modules of Elasticity; Infilled Frames; Infill Walls; Concrete Damage Plasticity Model; seismic vulnerability; Civil Engineering

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

APA (6th Edition):

Manju, M. A. (2016). Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/3156

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):

Manju, M A. “Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.” 2016. Thesis, Indian Institute of Science. Accessed November 14, 2019. http://hdl.handle.net/2005/3156.

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

MLA Handbook (7th Edition):

Manju, M A. “Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.” 2016. Web. 14 Nov 2019.

Vancouver:

Manju MA. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. [Internet] [Thesis]. Indian Institute of Science; 2016. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/2005/3156.

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

Council of Science Editors:

Manju MA. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. [Thesis]. Indian Institute of Science; 2016. Available from: http://hdl.handle.net/2005/3156

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


Université Montpellier II

21. Taforel, Paul. Apport de la méthode des éléments discrets à la modélisation des maçonneries en contexte sismique : vers une nouvelle approche numérique de la vulnérabilité sismique. : On the Use of the Discrete Element Methods DEM in the Modeling of Masonry Structures Subjected to Seismic Loads : Towards a New Numerical Approach of the Evaluation of the Seismic Vulnerability.

Degree: Docteur es, Mécanique et Génie civil, 2012, Université Montpellier II

L'évaluation des risques naturels et du risque sismique en particulier a pris une importance croissante pour les autorités publiques ces dernières années, entraînant une adaptation… (more)

Subjects/Keywords: Vulnérabilité sismique; Aléa sismique; Simulation numérique; Modélisation des maçonneries; Méthode des Eléments Discrets (DEM); Seismic vulnerability; Seismic hazard; Numerical simulation; Masonry structures modeling; Discrete Element Method (DEM)

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

APA (6th Edition):

Taforel, P. (2012). Apport de la méthode des éléments discrets à la modélisation des maçonneries en contexte sismique : vers une nouvelle approche numérique de la vulnérabilité sismique. : On the Use of the Discrete Element Methods DEM in the Modeling of Masonry Structures Subjected to Seismic Loads : Towards a New Numerical Approach of the Evaluation of the Seismic Vulnerability. (Doctoral Dissertation). Université Montpellier II. Retrieved from http://www.theses.fr/2012MON20212

Chicago Manual of Style (16th Edition):

Taforel, Paul. “Apport de la méthode des éléments discrets à la modélisation des maçonneries en contexte sismique : vers une nouvelle approche numérique de la vulnérabilité sismique. : On the Use of the Discrete Element Methods DEM in the Modeling of Masonry Structures Subjected to Seismic Loads : Towards a New Numerical Approach of the Evaluation of the Seismic Vulnerability.” 2012. Doctoral Dissertation, Université Montpellier II. Accessed November 14, 2019. http://www.theses.fr/2012MON20212.

MLA Handbook (7th Edition):

Taforel, Paul. “Apport de la méthode des éléments discrets à la modélisation des maçonneries en contexte sismique : vers une nouvelle approche numérique de la vulnérabilité sismique. : On the Use of the Discrete Element Methods DEM in the Modeling of Masonry Structures Subjected to Seismic Loads : Towards a New Numerical Approach of the Evaluation of the Seismic Vulnerability.” 2012. Web. 14 Nov 2019.

Vancouver:

Taforel P. Apport de la méthode des éléments discrets à la modélisation des maçonneries en contexte sismique : vers une nouvelle approche numérique de la vulnérabilité sismique. : On the Use of the Discrete Element Methods DEM in the Modeling of Masonry Structures Subjected to Seismic Loads : Towards a New Numerical Approach of the Evaluation of the Seismic Vulnerability. [Internet] [Doctoral dissertation]. Université Montpellier II; 2012. [cited 2019 Nov 14]. Available from: http://www.theses.fr/2012MON20212.

Council of Science Editors:

Taforel P. Apport de la méthode des éléments discrets à la modélisation des maçonneries en contexte sismique : vers une nouvelle approche numérique de la vulnérabilité sismique. : On the Use of the Discrete Element Methods DEM in the Modeling of Masonry Structures Subjected to Seismic Loads : Towards a New Numerical Approach of the Evaluation of the Seismic Vulnerability. [Doctoral Dissertation]. Université Montpellier II; 2012. Available from: http://www.theses.fr/2012MON20212

22. Occhipinti, Giuseppe. Seismic Assessment and Rehabilitation of existing RC Buildings not designed to withstand earthquakes.

Degree: 2017, Università degli Studi di Catania

 This thesis presents a high fidelity numerical model developed to investigate the seismic performance and structural robustness of an original and retrofitted 10-storey reinforced concrete… (more)

Subjects/Keywords: Area 08 - Ingegneria civile e architettura; Infill frame, Robustness, Seismic vulnerability, Existing RC buildings, Macroelement, High Fidelity Model.

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APA (6th Edition):

Occhipinti, G. (2017). Seismic Assessment and Rehabilitation of existing RC Buildings not designed to withstand earthquakes. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/3979

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):

Occhipinti, Giuseppe. “Seismic Assessment and Rehabilitation of existing RC Buildings not designed to withstand earthquakes.” 2017. Thesis, Università degli Studi di Catania. Accessed November 14, 2019. http://hdl.handle.net/10761/3979.

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

MLA Handbook (7th Edition):

Occhipinti, Giuseppe. “Seismic Assessment and Rehabilitation of existing RC Buildings not designed to withstand earthquakes.” 2017. Web. 14 Nov 2019.

Vancouver:

Occhipinti G. Seismic Assessment and Rehabilitation of existing RC Buildings not designed to withstand earthquakes. [Internet] [Thesis]. Università degli Studi di Catania; 2017. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10761/3979.

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

Council of Science Editors:

Occhipinti G. Seismic Assessment and Rehabilitation of existing RC Buildings not designed to withstand earthquakes. [Thesis]. Università degli Studi di Catania; 2017. Available from: http://hdl.handle.net/10761/3979

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


Texas A&M University

23. Beason, Lauren Rae. Seismic vulnerability of older reinforced concrete frame structures in Mid-America.

Degree: 2004, Texas A&M University

 This research quantifies the seismic vulnerability of older reinforced concrete frame structures located in Mid-America. After designing a representative three-story gravity load designed reinforced concrete… (more)

Subjects/Keywords: seismic vulnerability; reinforced concrete; frame structures; Mid-America

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APA (6th Edition):

Beason, L. R. (2004). Seismic vulnerability of older reinforced concrete frame structures in Mid-America. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/370

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):

Beason, Lauren Rae. “Seismic vulnerability of older reinforced concrete frame structures in Mid-America.” 2004. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/370.

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

MLA Handbook (7th Edition):

Beason, Lauren Rae. “Seismic vulnerability of older reinforced concrete frame structures in Mid-America.” 2004. Web. 14 Nov 2019.

Vancouver:

Beason LR. Seismic vulnerability of older reinforced concrete frame structures in Mid-America. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/370.

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

Council of Science Editors:

Beason LR. Seismic vulnerability of older reinforced concrete frame structures in Mid-America. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/370

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

24. Codices, Maria João da Rosa. Viabilidade do reforço sísmico de um edifício de pequeno porte em alvenaria de pedra ordinária.

Degree: 2015, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Estruturas

O parque edificado em Portugal apresenta… (more)

Subjects/Keywords: Alvenaria ordinária; Reforço estrutural; Análise Pushover; Vulnerabilidade sísmica; Viabilidade do reforço; Masonry walls; Strengthening; Pushover analysis; Seismic vulnerability; Viability of reinforcement

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APA (6th Edition):

Codices, M. J. d. R. (2015). Viabilidade do reforço sísmico de um edifício de pequeno porte em alvenaria de pedra ordinária. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/4470

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):

Codices, Maria João da Rosa. “Viabilidade do reforço sísmico de um edifício de pequeno porte em alvenaria de pedra ordinária.” 2015. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed November 14, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/4470.

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

MLA Handbook (7th Edition):

Codices, Maria João da Rosa. “Viabilidade do reforço sísmico de um edifício de pequeno porte em alvenaria de pedra ordinária.” 2015. Web. 14 Nov 2019.

Vancouver:

Codices MJdR. Viabilidade do reforço sísmico de um edifício de pequeno porte em alvenaria de pedra ordinária. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. [cited 2019 Nov 14]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/4470.

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

Council of Science Editors:

Codices MJdR. Viabilidade do reforço sísmico de um edifício de pequeno porte em alvenaria de pedra ordinária. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/4470

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

25. Sarmiento Cardona , Carlos Alberto. SEISMIC RISK ASSESSMENT FOR BRIDGES IN BOGOTÁ, COLOMBIA: A GIS APPROACH .

Degree: 2015, Universidad de los Andes

 Este paper presenta los resultados de una valoración del riesgo sísmico en los puentes de Bogotá. Se usaron los resultados del estudio de microzonificación sísmica… (more)

Subjects/Keywords: Bridges; Seismic Risk Assessment; GIS; Vulnerability Assesment; Fragility Curves

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APA (6th Edition):

Sarmiento Cardona , C. A. (2015). SEISMIC RISK ASSESSMENT FOR BRIDGES IN BOGOTÁ, COLOMBIA: A GIS APPROACH . (Thesis). Universidad de los Andes. Retrieved from http://documentodegrado.uniandes.edu.co/documentos/201013998_fecha_2015_01_20_hora_12_22_04_parte_1.pdf

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):

Sarmiento Cardona , Carlos Alberto. “SEISMIC RISK ASSESSMENT FOR BRIDGES IN BOGOTÁ, COLOMBIA: A GIS APPROACH .” 2015. Thesis, Universidad de los Andes. Accessed November 14, 2019. http://documentodegrado.uniandes.edu.co/documentos/201013998_fecha_2015_01_20_hora_12_22_04_parte_1.pdf.

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

MLA Handbook (7th Edition):

Sarmiento Cardona , Carlos Alberto. “SEISMIC RISK ASSESSMENT FOR BRIDGES IN BOGOTÁ, COLOMBIA: A GIS APPROACH .” 2015. Web. 14 Nov 2019.

Vancouver:

Sarmiento Cardona CA. SEISMIC RISK ASSESSMENT FOR BRIDGES IN BOGOTÁ, COLOMBIA: A GIS APPROACH . [Internet] [Thesis]. Universidad de los Andes; 2015. [cited 2019 Nov 14]. Available from: http://documentodegrado.uniandes.edu.co/documentos/201013998_fecha_2015_01_20_hora_12_22_04_parte_1.pdf.

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

Council of Science Editors:

Sarmiento Cardona CA. SEISMIC RISK ASSESSMENT FOR BRIDGES IN BOGOTÁ, COLOMBIA: A GIS APPROACH . [Thesis]. Universidad de los Andes; 2015. Available from: http://documentodegrado.uniandes.edu.co/documentos/201013998_fecha_2015_01_20_hora_12_22_04_parte_1.pdf

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


Montana Tech

26. Hamilton, Jennifer. Intersecting Issues of the Kashmir Earthquake: Risk reduction, vulnerability and the erosion of seismic culture.

Degree: MA, 2007, Montana Tech

 The 2005 Kashmir Earthquake is illustrative of the intensity and scope associated with catastrophic earthquake disasters in mountainous regions. Risk reduction and vulnerability are a… (more)

Subjects/Keywords: Kashmir Earthquake; Pakistan; risk reduction; seismic culture; vulnerability

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APA (6th Edition):

Hamilton, J. (2007). Intersecting Issues of the Kashmir Earthquake: Risk reduction, vulnerability and the erosion of seismic culture. (Masters Thesis). Montana Tech. Retrieved from https://scholarworks.umt.edu/etd/591

Chicago Manual of Style (16th Edition):

Hamilton, Jennifer. “Intersecting Issues of the Kashmir Earthquake: Risk reduction, vulnerability and the erosion of seismic culture.” 2007. Masters Thesis, Montana Tech. Accessed November 14, 2019. https://scholarworks.umt.edu/etd/591.

MLA Handbook (7th Edition):

Hamilton, Jennifer. “Intersecting Issues of the Kashmir Earthquake: Risk reduction, vulnerability and the erosion of seismic culture.” 2007. Web. 14 Nov 2019.

Vancouver:

Hamilton J. Intersecting Issues of the Kashmir Earthquake: Risk reduction, vulnerability and the erosion of seismic culture. [Internet] [Masters thesis]. Montana Tech; 2007. [cited 2019 Nov 14]. Available from: https://scholarworks.umt.edu/etd/591.

Council of Science Editors:

Hamilton J. Intersecting Issues of the Kashmir Earthquake: Risk reduction, vulnerability and the erosion of seismic culture. [Masters Thesis]. Montana Tech; 2007. Available from: https://scholarworks.umt.edu/etd/591

27. Papadopoulos, Konstantinos. Συμβολή στην μελέτη της σεισμικής συμπεριφοράς αρχαίων μνημείων.

Degree: 2018, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

This thesis is mainly a numerical study focused on the investigation of the seismic behaviour of ancient free-standing columns and ancient colonnades with epistyle-blocks atop.… (more)

Subjects/Keywords: Αρχαίοι κίονες; Κιονοστοιχίες; Αριθμητικές προσομοιώσεις; Σεισμική τρωτότητα; Πόλοι από τιτάνιο; Ancient columns; Colonnades; Numerical simulations; Seismic vulnerability; Titanium poles

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APA (6th Edition):

Papadopoulos, K. (2018). Συμβολή στην μελέτη της σεισμικής συμπεριφοράς αρχαίων μνημείων. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/44965

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):

Papadopoulos, Konstantinos. “Συμβολή στην μελέτη της σεισμικής συμπεριφοράς αρχαίων μνημείων.” 2018. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed November 14, 2019. http://hdl.handle.net/10442/hedi/44965.

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

MLA Handbook (7th Edition):

Papadopoulos, Konstantinos. “Συμβολή στην μελέτη της σεισμικής συμπεριφοράς αρχαίων μνημείων.” 2018. Web. 14 Nov 2019.

Vancouver:

Papadopoulos K. Συμβολή στην μελέτη της σεισμικής συμπεριφοράς αρχαίων μνημείων. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2018. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10442/hedi/44965.

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

Council of Science Editors:

Papadopoulos K. Συμβολή στην μελέτη της σεισμικής συμπεριφοράς αρχαίων μνημείων. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2018. Available from: http://hdl.handle.net/10442/hedi/44965

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


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

28. Αργυρούδης, Σωτήριος. Συμβολή στη σεισμική τρωτότητα και διακινδύνευση συγκοινωνιακών δικτύων σε αστικό περιβάλλον.

Degree: 2010, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

The thesis aims to study seismic vulnerability and risk of road network within urban area, with emphasis to roads, bridges and shallow tunnels, based on… (more)

Subjects/Keywords: Σεισμική τρωτότητα; Σεισμική διακινδύνευση; Αστικές οδοί; Γέφυρες; Σήραγγες μετρό; Σεισμικές βλάβες; Καμπύλες τρωτότητας; Διαχείριση σεισμικής διακινδύνευσης; Seismic vulnerability; Seismic risk; Urban roads; Bridges; Metro tunnels; Seismic damages; Fragility curves; Seismic risk management

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APA (6th Edition):

Αργυρούδης, . . (2010). Συμβολή στη σεισμική τρωτότητα και διακινδύνευση συγκοινωνιακών δικτύων σε αστικό περιβάλλον. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/27360

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):

Αργυρούδης, Σωτήριος. “Συμβολή στη σεισμική τρωτότητα και διακινδύνευση συγκοινωνιακών δικτύων σε αστικό περιβάλλον.” 2010. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed November 14, 2019. http://hdl.handle.net/10442/hedi/27360.

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

MLA Handbook (7th Edition):

Αργυρούδης, Σωτήριος. “Συμβολή στη σεισμική τρωτότητα και διακινδύνευση συγκοινωνιακών δικτύων σε αστικό περιβάλλον.” 2010. Web. 14 Nov 2019.

Vancouver:

Αργυρούδης . Συμβολή στη σεισμική τρωτότητα και διακινδύνευση συγκοινωνιακών δικτύων σε αστικό περιβάλλον. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2010. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10442/hedi/27360.

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

Council of Science Editors:

Αργυρούδης . Συμβολή στη σεισμική τρωτότητα και διακινδύνευση συγκοινωνιακών δικτύων σε αστικό περιβάλλον. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2010. Available from: http://hdl.handle.net/10442/hedi/27360

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

29. Lemaire, Jean. Un modèle d'évaluation de la vulnérabilité sismique du bâti existant selon l'Eurocode : essai méthodologique et application sur un territoire : A model for the evaluation of the seismic vulnerability of collective buildings based on eurocode 8 : a case applied to Mulhouse and Basel.

Degree: Docteur es, Mécanique, génie mécanique, génie civil, 2018, Université Paris X – Nanterre

Le risque sismique est un sujet d’étude pluridisciplinaire qui fait l’objet de nombreux travaux de recherches. Pendant longtemps, il a été étudié sous l’aspect de… (more)

Subjects/Keywords: Risque sismique; Aléa; Vulnérabilité; Mulhouse; Bâle; Evaluation déterministe; Evaluation probabiliste; Incertitudes; Règlementation parasismique européenne; Outil d’aide à la décision; Seismic risk; Seismic hazard; Seismic vulnerability; Mulhouse; Basel; Deterministic evaluation; Uncertainties; Probabilistic evaluation; European seismic regulations; Decision-Making tool

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APA (6th Edition):

Lemaire, J. (2018). Un modèle d'évaluation de la vulnérabilité sismique du bâti existant selon l'Eurocode : essai méthodologique et application sur un territoire : A model for the evaluation of the seismic vulnerability of collective buildings based on eurocode 8 : a case applied to Mulhouse and Basel. (Doctoral Dissertation). Université Paris X – Nanterre. Retrieved from http://www.theses.fr/2018PA100010

Chicago Manual of Style (16th Edition):

Lemaire, Jean. “Un modèle d'évaluation de la vulnérabilité sismique du bâti existant selon l'Eurocode : essai méthodologique et application sur un territoire : A model for the evaluation of the seismic vulnerability of collective buildings based on eurocode 8 : a case applied to Mulhouse and Basel.” 2018. Doctoral Dissertation, Université Paris X – Nanterre. Accessed November 14, 2019. http://www.theses.fr/2018PA100010.

MLA Handbook (7th Edition):

Lemaire, Jean. “Un modèle d'évaluation de la vulnérabilité sismique du bâti existant selon l'Eurocode : essai méthodologique et application sur un territoire : A model for the evaluation of the seismic vulnerability of collective buildings based on eurocode 8 : a case applied to Mulhouse and Basel.” 2018. Web. 14 Nov 2019.

Vancouver:

Lemaire J. Un modèle d'évaluation de la vulnérabilité sismique du bâti existant selon l'Eurocode : essai méthodologique et application sur un territoire : A model for the evaluation of the seismic vulnerability of collective buildings based on eurocode 8 : a case applied to Mulhouse and Basel. [Internet] [Doctoral dissertation]. Université Paris X – Nanterre; 2018. [cited 2019 Nov 14]. Available from: http://www.theses.fr/2018PA100010.

Council of Science Editors:

Lemaire J. Un modèle d'évaluation de la vulnérabilité sismique du bâti existant selon l'Eurocode : essai méthodologique et application sur un territoire : A model for the evaluation of the seismic vulnerability of collective buildings based on eurocode 8 : a case applied to Mulhouse and Basel. [Doctoral Dissertation]. Université Paris X – Nanterre; 2018. Available from: http://www.theses.fr/2018PA100010


Universidade do Minho

30. Heras, Javier Ortega. Reduction of the seismic vulnerability of vernacular architecture with traditional strengthening solutions .

Degree: 2018, Universidade do Minho

 The valorization and preservation of vernacular architecture, as well as traditional construction techniques and materials, is a key-element for cultural identity. As part of this… (more)

Subjects/Keywords: vernacular architecture; local seismic culture; traditional earthquake resistant techniques; seismic retrofitting; pushover analysis; numerical parametric study; seismic vulnerability assessment methods; seismic loss assessment; arquitetura vernácula; cultura sísmica local; técnicas tradicionais sismoresistentes; reforço sísmico; análise pushover; estudo paramétrico numérico; métodos de avaliação da vulnerabilidade sísmica; avaliação de perdas sísmicas

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

APA (6th Edition):

Heras, J. O. (2018). Reduction of the seismic vulnerability of vernacular architecture with traditional strengthening solutions . (Doctoral Dissertation). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/58336

Chicago Manual of Style (16th Edition):

Heras, Javier Ortega. “Reduction of the seismic vulnerability of vernacular architecture with traditional strengthening solutions .” 2018. Doctoral Dissertation, Universidade do Minho. Accessed November 14, 2019. http://hdl.handle.net/1822/58336.

MLA Handbook (7th Edition):

Heras, Javier Ortega. “Reduction of the seismic vulnerability of vernacular architecture with traditional strengthening solutions .” 2018. Web. 14 Nov 2019.

Vancouver:

Heras JO. Reduction of the seismic vulnerability of vernacular architecture with traditional strengthening solutions . [Internet] [Doctoral dissertation]. Universidade do Minho; 2018. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1822/58336.

Council of Science Editors:

Heras JO. Reduction of the seismic vulnerability of vernacular architecture with traditional strengthening solutions . [Doctoral Dissertation]. Universidade do Minho; 2018. Available from: http://hdl.handle.net/1822/58336

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