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You searched for subject:(Seismic Performance). Showing records 1 – 30 of 151 total matches.

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Texas A&M University

1. Bai, Jong Wha. Seismic Fragility Analysis and Loss Estimation for Concrete Structures.

Degree: 2012, Texas A&M University

 The main objective of this study is to develop a methodology to assess seismic vulnerability of concrete structures and to estimate direct losses related to… (more)

Subjects/Keywords: Seismic fragility analysis; Loss estimation; Seismic performance evaluation; Concrete structures

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APA (6th Edition):

Bai, J. W. (2012). Seismic Fragility Analysis and Loss Estimation for Concrete Structures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10665

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):

Bai, Jong Wha. “Seismic Fragility Analysis and Loss Estimation for Concrete Structures.” 2012. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10665.

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

MLA Handbook (7th Edition):

Bai, Jong Wha. “Seismic Fragility Analysis and Loss Estimation for Concrete Structures.” 2012. Web. 12 Nov 2019.

Vancouver:

Bai JW. Seismic Fragility Analysis and Loss Estimation for Concrete Structures. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10665.

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

Council of Science Editors:

Bai JW. Seismic Fragility Analysis and Loss Estimation for Concrete Structures. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10665

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


Penn State University

2. Hartman, Kenrick John. ANALYTICAL AND EXPERIMENTAL DEVELOPMENT OF PERFORMANCE BASED SEISMIC DESIGN METHODS FOR STOREFRONT AND UNITIZED GLASS SYSTEMS.

Degree: MS, Architectural Engineering, 2010, Penn State University

 In the past years, the Pennsylvania State University has completed analytical and experimental research to more accurately predict glass failures under simulated earthquake motions. This… (more)

Subjects/Keywords: Glass; Seismic; Earthquakes; Performance Based; Unitized; Storefront

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APA (6th Edition):

Hartman, K. J. (2010). ANALYTICAL AND EXPERIMENTAL DEVELOPMENT OF PERFORMANCE BASED SEISMIC DESIGN METHODS FOR STOREFRONT AND UNITIZED GLASS SYSTEMS. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/10364

Chicago Manual of Style (16th Edition):

Hartman, Kenrick John. “ANALYTICAL AND EXPERIMENTAL DEVELOPMENT OF PERFORMANCE BASED SEISMIC DESIGN METHODS FOR STOREFRONT AND UNITIZED GLASS SYSTEMS.” 2010. Masters Thesis, Penn State University. Accessed November 12, 2019. https://etda.libraries.psu.edu/catalog/10364.

MLA Handbook (7th Edition):

Hartman, Kenrick John. “ANALYTICAL AND EXPERIMENTAL DEVELOPMENT OF PERFORMANCE BASED SEISMIC DESIGN METHODS FOR STOREFRONT AND UNITIZED GLASS SYSTEMS.” 2010. Web. 12 Nov 2019.

Vancouver:

Hartman KJ. ANALYTICAL AND EXPERIMENTAL DEVELOPMENT OF PERFORMANCE BASED SEISMIC DESIGN METHODS FOR STOREFRONT AND UNITIZED GLASS SYSTEMS. [Internet] [Masters thesis]. Penn State University; 2010. [cited 2019 Nov 12]. Available from: https://etda.libraries.psu.edu/catalog/10364.

Council of Science Editors:

Hartman KJ. ANALYTICAL AND EXPERIMENTAL DEVELOPMENT OF PERFORMANCE BASED SEISMIC DESIGN METHODS FOR STOREFRONT AND UNITIZED GLASS SYSTEMS. [Masters Thesis]. Penn State University; 2010. Available from: https://etda.libraries.psu.edu/catalog/10364


University of Canterbury

3. Kam, Weng Yuen. Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames.

Degree: Department of Civil and Natural Resources Engineering, 2010, University of Canterbury

 This research introduces and develops a counter-intuitive seismic retrofit strategy, referred to as “Selective Weakening” (SW), for pre-1970s reinforced concrete (RC) frames with a particular… (more)

Subjects/Keywords: seismic retrofit; reinforced concrete; beam column joint; selective weakening; post-tensioning; seismic performance; seismic rehabilitation; bond; displacement-based retrofit

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APA (6th Edition):

Kam, W. Y. (2010). Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/5237

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):

Kam, Weng Yuen. “Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames.” 2010. Thesis, University of Canterbury. Accessed November 12, 2019. http://hdl.handle.net/10092/5237.

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

MLA Handbook (7th Edition):

Kam, Weng Yuen. “Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames.” 2010. Web. 12 Nov 2019.

Vancouver:

Kam WY. Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/10092/5237.

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

Council of Science Editors:

Kam WY. Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/5237

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


Université de Bordeaux I

4. Abdelkhalek, Rached. Accélération matérielle pour l’imagerie sismique : modélisation, migration et interprétation : Hardware acceleration for seismic imaging : modeling, migration and interpretation.

Degree: Docteur es, Informatique, 2013, Université de Bordeaux I

La donnée sismique depuis sa conception (modélisation d’acquisitions sismiques), dans sa phase de traitement (prétraitement et migration) et jusqu’à son exploitation pour en extraire les… (more)

Subjects/Keywords: Calcul haute performance; GPGPU; FPGA; Imagerie sismique; RTM; Attributs sismiques; High Performance Computing; GPGPU; FPGA; Seismic Imaging; RTM; Seismic Attributes

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

APA (6th Edition):

Abdelkhalek, R. (2013). Accélération matérielle pour l’imagerie sismique : modélisation, migration et interprétation : Hardware acceleration for seismic imaging : modeling, migration and interpretation. (Doctoral Dissertation). Université de Bordeaux I. Retrieved from http://www.theses.fr/2013BOR15028

Chicago Manual of Style (16th Edition):

Abdelkhalek, Rached. “Accélération matérielle pour l’imagerie sismique : modélisation, migration et interprétation : Hardware acceleration for seismic imaging : modeling, migration and interpretation.” 2013. Doctoral Dissertation, Université de Bordeaux I. Accessed November 12, 2019. http://www.theses.fr/2013BOR15028.

MLA Handbook (7th Edition):

Abdelkhalek, Rached. “Accélération matérielle pour l’imagerie sismique : modélisation, migration et interprétation : Hardware acceleration for seismic imaging : modeling, migration and interpretation.” 2013. Web. 12 Nov 2019.

Vancouver:

Abdelkhalek R. Accélération matérielle pour l’imagerie sismique : modélisation, migration et interprétation : Hardware acceleration for seismic imaging : modeling, migration and interpretation. [Internet] [Doctoral dissertation]. Université de Bordeaux I; 2013. [cited 2019 Nov 12]. Available from: http://www.theses.fr/2013BOR15028.

Council of Science Editors:

Abdelkhalek R. Accélération matérielle pour l’imagerie sismique : modélisation, migration et interprétation : Hardware acceleration for seismic imaging : modeling, migration and interpretation. [Doctoral Dissertation]. Université de Bordeaux I; 2013. Available from: http://www.theses.fr/2013BOR15028


Colorado State University

5. Bahmani, Pouria. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.

Degree: PhD, Civil and Environmental Engineering, 2015, Colorado State University

 Recent earthquakes such as Loma Prieta (1989) and Northridge (1994) in California have highlighted the poor performance of one class of existing buildings. Many older… (more)

Subjects/Keywords: Performance-based seismic design; Shake Table Test; Wood-frame buildings; Performance-based seismic retrofit; Multi-story retrofit design; Soft-story buildings

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APA (6th Edition):

Bahmani, P. (2015). Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/166935

Chicago Manual of Style (16th Edition):

Bahmani, Pouria. “Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.” 2015. Doctoral Dissertation, Colorado State University. Accessed November 12, 2019. http://hdl.handle.net/10217/166935.

MLA Handbook (7th Edition):

Bahmani, Pouria. “Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.” 2015. Web. 12 Nov 2019.

Vancouver:

Bahmani P. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. [Internet] [Doctoral dissertation]. Colorado State University; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/10217/166935.

Council of Science Editors:

Bahmani P. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. [Doctoral Dissertation]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/166935


University of California – Irvine

6. Esmaili, Omid. Developing a Rapid Seismic Performance based Rating System in Safety Assessment of Buildings.

Degree: Civil Engineering, 2014, University of California – Irvine

 This dissertation is a collection of research studies that address challenges in Performance-based Earthquake Engineering (PBEE) and provides solutions to issues of concern to practicing… (more)

Subjects/Keywords: Civil engineering; Engineering; Performance based Earthquake Engineering; Performance based Seismic Design; Rating System; Regional Seismic Loss Assessment; Safety Assessment of Buildings; Seismic Loss Assessment

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

APA (6th Edition):

Esmaili, O. (2014). Developing a Rapid Seismic Performance based Rating System in Safety Assessment of Buildings. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/89r573qk

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):

Esmaili, Omid. “Developing a Rapid Seismic Performance based Rating System in Safety Assessment of Buildings.” 2014. Thesis, University of California – Irvine. Accessed November 12, 2019. http://www.escholarship.org/uc/item/89r573qk.

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

MLA Handbook (7th Edition):

Esmaili, Omid. “Developing a Rapid Seismic Performance based Rating System in Safety Assessment of Buildings.” 2014. Web. 12 Nov 2019.

Vancouver:

Esmaili O. Developing a Rapid Seismic Performance based Rating System in Safety Assessment of Buildings. [Internet] [Thesis]. University of California – Irvine; 2014. [cited 2019 Nov 12]. Available from: http://www.escholarship.org/uc/item/89r573qk.

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

Council of Science Editors:

Esmaili O. Developing a Rapid Seismic Performance based Rating System in Safety Assessment of Buildings. [Thesis]. University of California – Irvine; 2014. Available from: http://www.escholarship.org/uc/item/89r573qk

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


Penn State University

7. Zhu, Yizhi. DEVELOPMENT OF FRAGILITY INFORMATION FOR BUILDING LIGHT-FRAME AND ENVELOPE SYSTEMS FOR PERFORMANCE-BASED SEISMIC DESIGN.

Degree: MS, Civil Engineering, 2016, Penn State University

Performance-based seismic design (PBSD) has been introduced since 1990s, and a second-generation performance-based design approach has been carried out by the Pacific Earthquake Engineering Research… (more)

Subjects/Keywords: fragility; SIPs; light-frame; building envelope; performance-based seismic design

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APA (6th Edition):

Zhu, Y. (2016). DEVELOPMENT OF FRAGILITY INFORMATION FOR BUILDING LIGHT-FRAME AND ENVELOPE SYSTEMS FOR PERFORMANCE-BASED SEISMIC DESIGN. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/13451yuz160

Chicago Manual of Style (16th Edition):

Zhu, Yizhi. “DEVELOPMENT OF FRAGILITY INFORMATION FOR BUILDING LIGHT-FRAME AND ENVELOPE SYSTEMS FOR PERFORMANCE-BASED SEISMIC DESIGN.” 2016. Masters Thesis, Penn State University. Accessed November 12, 2019. https://etda.libraries.psu.edu/catalog/13451yuz160.

MLA Handbook (7th Edition):

Zhu, Yizhi. “DEVELOPMENT OF FRAGILITY INFORMATION FOR BUILDING LIGHT-FRAME AND ENVELOPE SYSTEMS FOR PERFORMANCE-BASED SEISMIC DESIGN.” 2016. Web. 12 Nov 2019.

Vancouver:

Zhu Y. DEVELOPMENT OF FRAGILITY INFORMATION FOR BUILDING LIGHT-FRAME AND ENVELOPE SYSTEMS FOR PERFORMANCE-BASED SEISMIC DESIGN. [Internet] [Masters thesis]. Penn State University; 2016. [cited 2019 Nov 12]. Available from: https://etda.libraries.psu.edu/catalog/13451yuz160.

Council of Science Editors:

Zhu Y. DEVELOPMENT OF FRAGILITY INFORMATION FOR BUILDING LIGHT-FRAME AND ENVELOPE SYSTEMS FOR PERFORMANCE-BASED SEISMIC DESIGN. [Masters Thesis]. Penn State University; 2016. Available from: https://etda.libraries.psu.edu/catalog/13451yuz160


University of California – Berkeley

8. Liang, Xiao. Performance-Based Robust Nonlinear Seismic Analysis with Application to Reinforced Concrete Bridge Systems.

Degree: Civil and Environmental Engineering, 2016, University of California – Berkeley

 The performance-based earthquake engineering (PBEE) approach, developed at the Pacific Earthquake Engineering Research (PEER) Center, aims to robustly decompose the performance assessment and design process… (more)

Subjects/Keywords: Civil engineering; Bridge; Nonlinear; Performance-Based; Reinforced Concrete; Robust; Seismic Analysis

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APA (6th Edition):

Liang, X. (2016). Performance-Based Robust Nonlinear Seismic Analysis with Application to Reinforced Concrete Bridge Systems. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/8769z6k3

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):

Liang, Xiao. “Performance-Based Robust Nonlinear Seismic Analysis with Application to Reinforced Concrete Bridge Systems.” 2016. Thesis, University of California – Berkeley. Accessed November 12, 2019. http://www.escholarship.org/uc/item/8769z6k3.

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

MLA Handbook (7th Edition):

Liang, Xiao. “Performance-Based Robust Nonlinear Seismic Analysis with Application to Reinforced Concrete Bridge Systems.” 2016. Web. 12 Nov 2019.

Vancouver:

Liang X. Performance-Based Robust Nonlinear Seismic Analysis with Application to Reinforced Concrete Bridge Systems. [Internet] [Thesis]. University of California – Berkeley; 2016. [cited 2019 Nov 12]. Available from: http://www.escholarship.org/uc/item/8769z6k3.

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

Council of Science Editors:

Liang X. Performance-Based Robust Nonlinear Seismic Analysis with Application to Reinforced Concrete Bridge Systems. [Thesis]. University of California – Berkeley; 2016. Available from: http://www.escholarship.org/uc/item/8769z6k3

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


University of Adelaide

9. Dong, Xiang. Thermal and structural performances of insulated cavity rammed earth wall houses.

Degree: 2015, University of Adelaide

 Rammed earth (RE) wall construction is perceived to carry extremely low embodied energy and have desirable thermal performance without much energy input for heating and… (more)

Subjects/Keywords: rammed earth; insulation; cavity; seismic loads; thermal performance; energy load

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APA (6th Edition):

Dong, . X. (2015). Thermal and structural performances of insulated cavity rammed earth wall houses. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/97250

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):

Dong, Xiang. “Thermal and structural performances of insulated cavity rammed earth wall houses.” 2015. Thesis, University of Adelaide. Accessed November 12, 2019. http://hdl.handle.net/2440/97250.

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

MLA Handbook (7th Edition):

Dong, Xiang. “Thermal and structural performances of insulated cavity rammed earth wall houses.” 2015. Web. 12 Nov 2019.

Vancouver:

Dong X. Thermal and structural performances of insulated cavity rammed earth wall houses. [Internet] [Thesis]. University of Adelaide; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/2440/97250.

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

Council of Science Editors:

Dong X. Thermal and structural performances of insulated cavity rammed earth wall houses. [Thesis]. University of Adelaide; 2015. Available from: http://hdl.handle.net/2440/97250

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


Florida International University

10. Shi, Yilei. Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Columns.

Degree: Civil Engineering, 2009, Florida International University

  As part of a multi-university research program funded by NSF, a comprehensive experimental and analytical study of seismic behavior of hybrid fiber reinforced polymer… (more)

Subjects/Keywords: reinforced concrete; fiber reinforced polymer; seismic performance; concrete-filled FRP tube

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APA (6th Edition):

Shi, Y. (2009). Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Columns. (Thesis). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/101 ; 10.25148/etd.FI09082407 ; FI09082407

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):

Shi, Yilei. “Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Columns.” 2009. Thesis, Florida International University. Accessed November 12, 2019. http://digitalcommons.fiu.edu/etd/101 ; 10.25148/etd.FI09082407 ; FI09082407.

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

MLA Handbook (7th Edition):

Shi, Yilei. “Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Columns.” 2009. Web. 12 Nov 2019.

Vancouver:

Shi Y. Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Columns. [Internet] [Thesis]. Florida International University; 2009. [cited 2019 Nov 12]. Available from: http://digitalcommons.fiu.edu/etd/101 ; 10.25148/etd.FI09082407 ; FI09082407.

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

Council of Science Editors:

Shi Y. Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Columns. [Thesis]. Florida International University; 2009. Available from: http://digitalcommons.fiu.edu/etd/101 ; 10.25148/etd.FI09082407 ; FI09082407

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


University of Toronto

11. Gomez, Valentina Lucia Diaz. Seismic Fragility Analysis of Steel Moment-Resisting Frames (MRF) Designed in Canada in the 1960s, 1980s, and 2010.

Degree: 2014, University of Toronto

A typical steel moment-resisting frame (MRF) of six stories was designed for three different provisions of the National Building Code of Canada (1960s, 1980s, and… (more)

Subjects/Keywords: Fragility Analysis; Seismic Performance Assessment; Steel MRF; 0543

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

APA (6th Edition):

Gomez, V. L. D. (2014). Seismic Fragility Analysis of Steel Moment-Resisting Frames (MRF) Designed in Canada in the 1960s, 1980s, and 2010. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/68546

Chicago Manual of Style (16th Edition):

Gomez, Valentina Lucia Diaz. “Seismic Fragility Analysis of Steel Moment-Resisting Frames (MRF) Designed in Canada in the 1960s, 1980s, and 2010.” 2014. Masters Thesis, University of Toronto. Accessed November 12, 2019. http://hdl.handle.net/1807/68546.

MLA Handbook (7th Edition):

Gomez, Valentina Lucia Diaz. “Seismic Fragility Analysis of Steel Moment-Resisting Frames (MRF) Designed in Canada in the 1960s, 1980s, and 2010.” 2014. Web. 12 Nov 2019.

Vancouver:

Gomez VLD. Seismic Fragility Analysis of Steel Moment-Resisting Frames (MRF) Designed in Canada in the 1960s, 1980s, and 2010. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1807/68546.

Council of Science Editors:

Gomez VLD. Seismic Fragility Analysis of Steel Moment-Resisting Frames (MRF) Designed in Canada in the 1960s, 1980s, and 2010. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/68546


University of Toronto

12. Giotis, Georgios. Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure.

Degree: 2017, University of Toronto

Hybrid simulation methods have attracted significant interest from researchers in structural engineering to accurately assess the seismic performance of structures. To implement hybrid simulations in… (more)

Subjects/Keywords: hybrid simulation; reinforced concrete structure; seismic performance assessment; structural testing; 0543

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APA (6th Edition):

Giotis, G. (2017). Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/79114

Chicago Manual of Style (16th Edition):

Giotis, Georgios. “Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure.” 2017. Masters Thesis, University of Toronto. Accessed November 12, 2019. http://hdl.handle.net/1807/79114.

MLA Handbook (7th Edition):

Giotis, Georgios. “Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure.” 2017. Web. 12 Nov 2019.

Vancouver:

Giotis G. Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure. [Internet] [Masters thesis]. University of Toronto; 2017. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1807/79114.

Council of Science Editors:

Giotis G. Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure. [Masters Thesis]. University of Toronto; 2017. Available from: http://hdl.handle.net/1807/79114


University of Alberta

13. Moghimi, Hassan. Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants.

Degree: PhD, Department of Civil and Environmental Engineering, 2013, University of Alberta

 The objective of this research is to develop design methods for steel plate shear wall in low and moderate seismic regions, and to examine its… (more)

Subjects/Keywords: Low seismic region; Blast design; Performance-based design; Seismic design; Capacity design; Steel plate shear wall

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APA (6th Edition):

Moghimi, H. (2013). Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/ms35t910f

Chicago Manual of Style (16th Edition):

Moghimi, Hassan. “Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants.” 2013. Doctoral Dissertation, University of Alberta. Accessed November 12, 2019. https://era.library.ualberta.ca/files/ms35t910f.

MLA Handbook (7th Edition):

Moghimi, Hassan. “Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants.” 2013. Web. 12 Nov 2019.

Vancouver:

Moghimi H. Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2019 Nov 12]. Available from: https://era.library.ualberta.ca/files/ms35t910f.

Council of Science Editors:

Moghimi H. Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants. [Doctoral Dissertation]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/ms35t910f


University of California – Berkeley

14. QIAN, XIN. Development of a New High-Performance Steel Plate Shear Wall System with an Innovative Gusset Plate Moment Connection.

Degree: Civil Engineering, 2017, University of California – Berkeley

 This dissertation focused on developing a new High-Performance Steel Plate Shear Wall system (HPSPSW) with an innovative Gusset Plate Moment Connection (GPMC). This research and… (more)

Subjects/Keywords: Civil engineering; Engineering; Mechanical engineering; gusset plate; moment connection; performance-based seismic design; seismic behavior; shear wall; steel plate

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

APA (6th Edition):

QIAN, X. (2017). Development of a New High-Performance Steel Plate Shear Wall System with an Innovative Gusset Plate Moment Connection. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/16t3r6qk

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):

QIAN, XIN. “Development of a New High-Performance Steel Plate Shear Wall System with an Innovative Gusset Plate Moment Connection.” 2017. Thesis, University of California – Berkeley. Accessed November 12, 2019. http://www.escholarship.org/uc/item/16t3r6qk.

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

MLA Handbook (7th Edition):

QIAN, XIN. “Development of a New High-Performance Steel Plate Shear Wall System with an Innovative Gusset Plate Moment Connection.” 2017. Web. 12 Nov 2019.

Vancouver:

QIAN X. Development of a New High-Performance Steel Plate Shear Wall System with an Innovative Gusset Plate Moment Connection. [Internet] [Thesis]. University of California – Berkeley; 2017. [cited 2019 Nov 12]. Available from: http://www.escholarship.org/uc/item/16t3r6qk.

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

Council of Science Editors:

QIAN X. Development of a New High-Performance Steel Plate Shear Wall System with an Innovative Gusset Plate Moment Connection. [Thesis]. University of California – Berkeley; 2017. Available from: http://www.escholarship.org/uc/item/16t3r6qk

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


Iowa State University

15. Momenzadeh, Seyedbabak. Seismic design study of concentrically braced frames with and without buckling-controlled braces.

Degree: 2017, Iowa State University

 Special concentrically braced frames (SCBFs) have become more popular as lateral load resisting systems after disappointing performance of special moment resisting frames (SMRFs) in the… (more)

Subjects/Keywords: Brace Fracture; Buckling-controlled Braces; Concentrically Braced Frames; Inelastic Behavior; Seismic Design; Seismic Performance of Braced Frames; Civil Engineering

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APA (6th Edition):

Momenzadeh, S. (2017). Seismic design study of concentrically braced frames with and without buckling-controlled braces. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/15579

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):

Momenzadeh, Seyedbabak. “Seismic design study of concentrically braced frames with and without buckling-controlled braces.” 2017. Thesis, Iowa State University. Accessed November 12, 2019. https://lib.dr.iastate.edu/etd/15579.

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

MLA Handbook (7th Edition):

Momenzadeh, Seyedbabak. “Seismic design study of concentrically braced frames with and without buckling-controlled braces.” 2017. Web. 12 Nov 2019.

Vancouver:

Momenzadeh S. Seismic design study of concentrically braced frames with and without buckling-controlled braces. [Internet] [Thesis]. Iowa State University; 2017. [cited 2019 Nov 12]. Available from: https://lib.dr.iastate.edu/etd/15579.

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

Council of Science Editors:

Momenzadeh S. Seismic design study of concentrically braced frames with and without buckling-controlled braces. [Thesis]. Iowa State University; 2017. Available from: https://lib.dr.iastate.edu/etd/15579

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


Texas A&M University

16. Alyabes, Abdullah Fahad. Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method.

Degree: 2014, Texas A&M University

 The Wavefront Construction (WFC )method, which was developed based on ray theory, is one of the most efficient tools in seismic modeling. The main idea… (more)

Subjects/Keywords: seismic modeling; seismic modelling; seismic; ray tracing; wavefront construction method; WFC; standard template adaptive parallel library; STAPL; load balancing; geophysics; high performance computing

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APA (6th Edition):

Alyabes, A. F. (2014). Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153417

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):

Alyabes, Abdullah Fahad. “Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method.” 2014. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/153417.

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

MLA Handbook (7th Edition):

Alyabes, Abdullah Fahad. “Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method.” 2014. Web. 12 Nov 2019.

Vancouver:

Alyabes AF. Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/153417.

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

Council of Science Editors:

Alyabes AF. Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153417

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


Kyoto University / 京都大学

17. FAKHOURI, Muhannad Yacoub. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用.

Degree: 博士(工学), 2012, Kyoto University / 京都大学

新制・課程博士

甲第16821号

工博第3542号

Subjects/Keywords: seismic design; seismic isolation; seismic retrofit; performance-based design; soft first story

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

APA (6th Edition):

FAKHOURI, M. Y. (2012). Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用. (Thesis). Kyoto University / 京都大学. Retrieved from http://hdl.handle.net/2433/157552 ; http://dx.doi.org/10.14989/doctor.k16821

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):

FAKHOURI, Muhannad Yacoub. “Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用.” 2012. Thesis, Kyoto University / 京都大学. Accessed November 12, 2019. http://hdl.handle.net/2433/157552 ; http://dx.doi.org/10.14989/doctor.k16821.

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

MLA Handbook (7th Edition):

FAKHOURI, Muhannad Yacoub. “Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用.” 2012. Web. 12 Nov 2019.

Vancouver:

FAKHOURI MY. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用. [Internet] [Thesis]. Kyoto University / 京都大学; 2012. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/2433/157552 ; http://dx.doi.org/10.14989/doctor.k16821.

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

Council of Science Editors:

FAKHOURI MY. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用. [Thesis]. Kyoto University / 京都大学; 2012. Available from: http://hdl.handle.net/2433/157552 ; http://dx.doi.org/10.14989/doctor.k16821

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


Kyoto University

18. FAKHOURI, Muhannad Yacoub. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures .

Degree: 2012, Kyoto University

Subjects/Keywords: seismic design; seismic isolation; seismic retrofit; performance-based design; soft first story

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

APA (6th Edition):

FAKHOURI, M. Y. (2012). Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/157552

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):

FAKHOURI, Muhannad Yacoub. “Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures .” 2012. Thesis, Kyoto University. Accessed November 12, 2019. http://hdl.handle.net/2433/157552.

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

MLA Handbook (7th Edition):

FAKHOURI, Muhannad Yacoub. “Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures .” 2012. Web. 12 Nov 2019.

Vancouver:

FAKHOURI MY. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures . [Internet] [Thesis]. Kyoto University; 2012. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/2433/157552.

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

Council of Science Editors:

FAKHOURI MY. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures . [Thesis]. Kyoto University; 2012. Available from: http://hdl.handle.net/2433/157552

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


University of Colorado

19. Harrington, Cody Conroy. Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2016, University of Colorado

Performance-based earthquake engineering (PBEE) provides a framework to quantitatively assess the seismic risks to buildings and explicitly consider building seismic performance in the design… (more)

Subjects/Keywords: Earthquake Engineering; PBEE; Performance based design; Seismic Retrofit; vertical ground motions; Construction Engineering

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

APA (6th Edition):

Harrington, C. C. (2016). Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions. (Doctoral Dissertation). University of Colorado. Retrieved from http://scholar.colorado.edu/cven_gradetds/50

Chicago Manual of Style (16th Edition):

Harrington, Cody Conroy. “Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions.” 2016. Doctoral Dissertation, University of Colorado. Accessed November 12, 2019. http://scholar.colorado.edu/cven_gradetds/50.

MLA Handbook (7th Edition):

Harrington, Cody Conroy. “Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions.” 2016. Web. 12 Nov 2019.

Vancouver:

Harrington CC. Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2019 Nov 12]. Available from: http://scholar.colorado.edu/cven_gradetds/50.

Council of Science Editors:

Harrington CC. Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions. [Doctoral Dissertation]. University of Colorado; 2016. Available from: http://scholar.colorado.edu/cven_gradetds/50


University of Canterbury

20. Peng, Brian Hsuan-Hsien. Seismic performance assessment of reinforced concrete buildings with precast concrete floor systems.

Degree: Civil and Natural Resources Engineering, 2009, University of Canterbury

 In the seismic design of reinforced concrete frames, plastic hinges are allocated to beams such that a ductile beam-sway mechanism will form in preference to… (more)

Subjects/Keywords: reinforced concrete; moment resisting frame; prescast prestressed floor; seismic performance; elongation; plastic hinges

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APA (6th Edition):

Peng, B. H. (2009). Seismic performance assessment of reinforced concrete buildings with precast concrete floor systems. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3103

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):

Peng, Brian Hsuan-Hsien. “Seismic performance assessment of reinforced concrete buildings with precast concrete floor systems.” 2009. Thesis, University of Canterbury. Accessed November 12, 2019. http://hdl.handle.net/10092/3103.

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

MLA Handbook (7th Edition):

Peng, Brian Hsuan-Hsien. “Seismic performance assessment of reinforced concrete buildings with precast concrete floor systems.” 2009. Web. 12 Nov 2019.

Vancouver:

Peng BH. Seismic performance assessment of reinforced concrete buildings with precast concrete floor systems. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/10092/3103.

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

Council of Science Editors:

Peng BH. Seismic performance assessment of reinforced concrete buildings with precast concrete floor systems. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3103

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


University of Canterbury

21. Jackson, Perry Francis. An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading.

Degree: Department of Civil and Natural Resources Engineering, 2010, University of Canterbury

 Reinforcement of soil enables a soil slope or wall to be retained at angles steeper than the soil material’s angle of repose. Geosynthetic Reinforced Soil… (more)

Subjects/Keywords: Geosynthetic Reinforced Soil; Geotechnical Seismic Performance; Shake-table; GeoPIV; High-speed Imaging

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APA (6th Edition):

Jackson, P. F. (2010). An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/5522

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):

Jackson, Perry Francis. “An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading.” 2010. Thesis, University of Canterbury. Accessed November 12, 2019. http://hdl.handle.net/10092/5522.

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

MLA Handbook (7th Edition):

Jackson, Perry Francis. “An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading.” 2010. Web. 12 Nov 2019.

Vancouver:

Jackson PF. An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/10092/5522.

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

Council of Science Editors:

Jackson PF. An investigation into the deformation behaviour of geosynthetic reinforced soil walls under seismic loading. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/5522

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


University of California – Berkeley

22. Hunt, Jeffrey Patrick. Seismic Performance Assessment and Probabilistic Repair Cost Analysis of Precast Concrete Cladding Systems for Multistory Buildings.

Degree: Civil and Environmental Engineering, 2010, University of California – Berkeley

 Analytical and experimental tests have shown that the seismic response of multistory moment-frame structures with precast concrete cladding in moderate to severe earthquakes is significantly… (more)

Subjects/Keywords: Engineering, Civil; Architectural engineering; Cladding; Facade; Glazing; Precast panels; Repair cost; Seismic performance

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APA (6th Edition):

Hunt, J. P. (2010). Seismic Performance Assessment and Probabilistic Repair Cost Analysis of Precast Concrete Cladding Systems for Multistory Buildings. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/85q0831v

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):

Hunt, Jeffrey Patrick. “Seismic Performance Assessment and Probabilistic Repair Cost Analysis of Precast Concrete Cladding Systems for Multistory Buildings.” 2010. Thesis, University of California – Berkeley. Accessed November 12, 2019. http://www.escholarship.org/uc/item/85q0831v.

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

MLA Handbook (7th Edition):

Hunt, Jeffrey Patrick. “Seismic Performance Assessment and Probabilistic Repair Cost Analysis of Precast Concrete Cladding Systems for Multistory Buildings.” 2010. Web. 12 Nov 2019.

Vancouver:

Hunt JP. Seismic Performance Assessment and Probabilistic Repair Cost Analysis of Precast Concrete Cladding Systems for Multistory Buildings. [Internet] [Thesis]. University of California – Berkeley; 2010. [cited 2019 Nov 12]. Available from: http://www.escholarship.org/uc/item/85q0831v.

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

Council of Science Editors:

Hunt JP. Seismic Performance Assessment and Probabilistic Repair Cost Analysis of Precast Concrete Cladding Systems for Multistory Buildings. [Thesis]. University of California – Berkeley; 2010. Available from: http://www.escholarship.org/uc/item/85q0831v

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


UCLA

23. Shokrabadi, Mehrdad. Stochastic Characterization of Aftershock Building Seismic Performance.

Degree: Civil Engineering, 2018, UCLA

 The increase in seismic activity after a large-magnitude earthquake coupled with the reduction in the lateral load-carrying capacity of the affected structures presents a significant… (more)

Subjects/Keywords: Engineering; Statistics; Mainshock-aftershock performance assessment; Seismic hazard analysis; Time-dependent risk assessment

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APA (6th Edition):

Shokrabadi, M. (2018). Stochastic Characterization of Aftershock Building Seismic Performance. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/0k6722kh

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):

Shokrabadi, Mehrdad. “Stochastic Characterization of Aftershock Building Seismic Performance.” 2018. Thesis, UCLA. Accessed November 12, 2019. http://www.escholarship.org/uc/item/0k6722kh.

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

MLA Handbook (7th Edition):

Shokrabadi, Mehrdad. “Stochastic Characterization of Aftershock Building Seismic Performance.” 2018. Web. 12 Nov 2019.

Vancouver:

Shokrabadi M. Stochastic Characterization of Aftershock Building Seismic Performance. [Internet] [Thesis]. UCLA; 2018. [cited 2019 Nov 12]. Available from: http://www.escholarship.org/uc/item/0k6722kh.

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

Council of Science Editors:

Shokrabadi M. Stochastic Characterization of Aftershock Building Seismic Performance. [Thesis]. UCLA; 2018. Available from: http://www.escholarship.org/uc/item/0k6722kh

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


McMaster University

24. Shédid, Marwan Mohamed Tarek. Strategies to Enhance Seismic Performance of Reinforced Masonry Shear Walls.

Degree: PhD, 2009, McMaster University

  Better understanding of the structural behaviour of concrete and masonry structures is facilitated through experimental testing. Although some experimental testing of reinforced masonry (RM)… (more)

Subjects/Keywords: civil engineering; seismic performance; masonry; shear

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

APA (6th Edition):

Shédid, M. M. T. (2009). Strategies to Enhance Seismic Performance of Reinforced Masonry Shear Walls. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/17381

Chicago Manual of Style (16th Edition):

Shédid, Marwan Mohamed Tarek. “Strategies to Enhance Seismic Performance of Reinforced Masonry Shear Walls.” 2009. Doctoral Dissertation, McMaster University. Accessed November 12, 2019. http://hdl.handle.net/11375/17381.

MLA Handbook (7th Edition):

Shédid, Marwan Mohamed Tarek. “Strategies to Enhance Seismic Performance of Reinforced Masonry Shear Walls.” 2009. Web. 12 Nov 2019.

Vancouver:

Shédid MMT. Strategies to Enhance Seismic Performance of Reinforced Masonry Shear Walls. [Internet] [Doctoral dissertation]. McMaster University; 2009. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11375/17381.

Council of Science Editors:

Shédid MMT. Strategies to Enhance Seismic Performance of Reinforced Masonry Shear Walls. [Doctoral Dissertation]. McMaster University; 2009. Available from: http://hdl.handle.net/11375/17381


University of Washington

25. Ibarra, Sara Maria. Experimental Investigation of Chevron Special Concentrically Braced Frames with a Yielding Beam Plastic Mechanism.

Degree: 2018, University of Washington

 Chevron-braced frames are preferred structural systems by architects and contractors in low to mid-rise buildings for seismic design because they accommodate architectural elements while providing… (more)

Subjects/Keywords: Braced frames; Full-scale tests; Seismic performance; Steel; yielding beam; Civil engineering; Civil engineering

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APA (6th Edition):

Ibarra, S. M. (2018). Experimental Investigation of Chevron Special Concentrically Braced Frames with a Yielding Beam Plastic Mechanism. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/42257

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):

Ibarra, Sara Maria. “Experimental Investigation of Chevron Special Concentrically Braced Frames with a Yielding Beam Plastic Mechanism.” 2018. Thesis, University of Washington. Accessed November 12, 2019. http://hdl.handle.net/1773/42257.

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

MLA Handbook (7th Edition):

Ibarra, Sara Maria. “Experimental Investigation of Chevron Special Concentrically Braced Frames with a Yielding Beam Plastic Mechanism.” 2018. Web. 12 Nov 2019.

Vancouver:

Ibarra SM. Experimental Investigation of Chevron Special Concentrically Braced Frames with a Yielding Beam Plastic Mechanism. [Internet] [Thesis]. University of Washington; 2018. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1773/42257.

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

Council of Science Editors:

Ibarra SM. Experimental Investigation of Chevron Special Concentrically Braced Frames with a Yielding Beam Plastic Mechanism. [Thesis]. University of Washington; 2018. Available from: http://hdl.handle.net/1773/42257

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


Virginia Tech

26. Jayamon, Jeena Rachel. Seismic Performance Assessment of Wood-Frame Shear Wall Structures.

Degree: PhD, Civil and Environmental Engineering, 2017, Virginia Tech

 Wood-frame shear wall structures are widely used for residential and commercial buildings. These buildings are lightweight, have very ductile connections and includes multiple load paths.… (more)

Subjects/Keywords: Wood-Frame Shear Wall Buildings; Seismic Performance; FEMA P-695; Damping Modeling; Parameter Variations

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

APA (6th Edition):

Jayamon, J. R. (2017). Seismic Performance Assessment of Wood-Frame Shear Wall Structures. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/84902

Chicago Manual of Style (16th Edition):

Jayamon, Jeena Rachel. “Seismic Performance Assessment of Wood-Frame Shear Wall Structures.” 2017. Doctoral Dissertation, Virginia Tech. Accessed November 12, 2019. http://hdl.handle.net/10919/84902.

MLA Handbook (7th Edition):

Jayamon, Jeena Rachel. “Seismic Performance Assessment of Wood-Frame Shear Wall Structures.” 2017. Web. 12 Nov 2019.

Vancouver:

Jayamon JR. Seismic Performance Assessment of Wood-Frame Shear Wall Structures. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/10919/84902.

Council of Science Editors:

Jayamon JR. Seismic Performance Assessment of Wood-Frame Shear Wall Structures. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/84902


KTH

27. Goto, Reina. Seismic performance of a  bridge subjected to far-field  ground motions by a Mw 9.0  earthquake and near-field  ground motions by a Mw 6.9  earthquake.

Degree: Structural Engineering and Bridges, 2012, KTH

  In the last two decades, two major earthquakes have occurred in Japan: the 1995 Kobe earthquake and the 2011 Great East Japan earthquake. In… (more)

Subjects/Keywords: seismic performance; dynamic response analysis; far-field ground motions; near-field ground motions

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

APA (6th Edition):

Goto, R. (2012). Seismic performance of a  bridge subjected to far-field  ground motions by a Mw 9.0  earthquake and near-field  ground motions by a Mw 6.9  earthquake. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-99380

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):

Goto, Reina. “Seismic performance of a  bridge subjected to far-field  ground motions by a Mw 9.0  earthquake and near-field  ground motions by a Mw 6.9  earthquake.” 2012. Thesis, KTH. Accessed November 12, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-99380.

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

MLA Handbook (7th Edition):

Goto, Reina. “Seismic performance of a  bridge subjected to far-field  ground motions by a Mw 9.0  earthquake and near-field  ground motions by a Mw 6.9  earthquake.” 2012. Web. 12 Nov 2019.

Vancouver:

Goto R. Seismic performance of a  bridge subjected to far-field  ground motions by a Mw 9.0  earthquake and near-field  ground motions by a Mw 6.9  earthquake. [Internet] [Thesis]. KTH; 2012. [cited 2019 Nov 12]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-99380.

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

Council of Science Editors:

Goto R. Seismic performance of a  bridge subjected to far-field  ground motions by a Mw 9.0  earthquake and near-field  ground motions by a Mw 6.9  earthquake. [Thesis]. KTH; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-99380

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


University of Ottawa

28. Han, Mengyu. Application of Base Isolation Systems to Reinforced Concrete Frame Buildings .

Degree: 2017, University of Ottawa

Seismic isolation systems are widely used to protect reinforced concrete (RC) structures against the effects of strong ground motions. After a magnitude 6.6 earthquake, the… (more)

Subjects/Keywords: Rubber Bearing; Friction Pendulum Bearing; Viscous Damper; Structural Performance Analysis; Reinforced Concrete Frame; Seismic Analysis

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

APA (6th Edition):

Han, M. (2017). Application of Base Isolation Systems to Reinforced Concrete Frame Buildings . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35722

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):

Han, Mengyu. “Application of Base Isolation Systems to Reinforced Concrete Frame Buildings .” 2017. Thesis, University of Ottawa. Accessed November 12, 2019. http://hdl.handle.net/10393/35722.

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

MLA Handbook (7th Edition):

Han, Mengyu. “Application of Base Isolation Systems to Reinforced Concrete Frame Buildings .” 2017. Web. 12 Nov 2019.

Vancouver:

Han M. Application of Base Isolation Systems to Reinforced Concrete Frame Buildings . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/10393/35722.

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

Council of Science Editors:

Han M. Application of Base Isolation Systems to Reinforced Concrete Frame Buildings . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/35722

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

29. Gunawardena, Tharaka. Behaviour of prefabricated modular buildings subjected to lateral loads.

Degree: 2016, University of Melbourne

 Prefabricated Modular Buildings are increasingly becoming a highly sort after technology to achieve cost effective and speedy construction in the construction industry. This increasing trend… (more)

Subjects/Keywords: prefabrication of buildings; modular construction; performance based seismic design; nonlinear earthquake analysis

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

APA (6th Edition):

Gunawardena, T. (2016). Behaviour of prefabricated modular buildings subjected to lateral loads. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/123961

Chicago Manual of Style (16th Edition):

Gunawardena, Tharaka. “Behaviour of prefabricated modular buildings subjected to lateral loads.” 2016. Doctoral Dissertation, University of Melbourne. Accessed November 12, 2019. http://hdl.handle.net/11343/123961.

MLA Handbook (7th Edition):

Gunawardena, Tharaka. “Behaviour of prefabricated modular buildings subjected to lateral loads.” 2016. Web. 12 Nov 2019.

Vancouver:

Gunawardena T. Behaviour of prefabricated modular buildings subjected to lateral loads. [Internet] [Doctoral dissertation]. University of Melbourne; 2016. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/11343/123961.

Council of Science Editors:

Gunawardena T. Behaviour of prefabricated modular buildings subjected to lateral loads. [Doctoral Dissertation]. University of Melbourne; 2016. Available from: http://hdl.handle.net/11343/123961


Iowa State University

30. Cui, Zhen. Lifetime performance prediction of reinforced concrete structures in multi-threat areas.

Degree: 2016, Iowa State University

 Reinforced concrete (RC) structures are usually subjected to various natural hazards and environmental stressors during their lifetime. Over the time, structures are continuously aging and… (more)

Subjects/Keywords: corrosion; cover cracking; finite element modeling; multi-threat; reinforced concrete; seismic performance; Civil Engineering

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

APA (6th Edition):

Cui, Z. (2016). Lifetime performance prediction of reinforced concrete structures in multi-threat areas. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/15285

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):

Cui, Zhen. “Lifetime performance prediction of reinforced concrete structures in multi-threat areas.” 2016. Thesis, Iowa State University. Accessed November 12, 2019. https://lib.dr.iastate.edu/etd/15285.

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

MLA Handbook (7th Edition):

Cui, Zhen. “Lifetime performance prediction of reinforced concrete structures in multi-threat areas.” 2016. Web. 12 Nov 2019.

Vancouver:

Cui Z. Lifetime performance prediction of reinforced concrete structures in multi-threat areas. [Internet] [Thesis]. Iowa State University; 2016. [cited 2019 Nov 12]. Available from: https://lib.dr.iastate.edu/etd/15285.

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

Council of Science Editors:

Cui Z. Lifetime performance prediction of reinforced concrete structures in multi-threat areas. [Thesis]. Iowa State University; 2016. Available from: https://lib.dr.iastate.edu/etd/15285

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

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