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You searched for subject:(seismic performance). Showing records 1 – 30 of 142 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 · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

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 July 09, 2020. 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. 09 Jul 2020.

Vancouver:

Bai JW. Seismic Fragility Analysis and Loss Estimation for Concrete Structures. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Jul 09]. 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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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


Georgia Tech

3. Witte, Philipp Andre. Software and Algorithms for Large-Scale Seismic Inverse Problems.

Degree: PhD, Computational Science and Engineering, 2020, Georgia Tech

Seismic imaging and parameter estimation are an import class of inverse problems with practical relevance in resource exploration, carbon control and monitoring systems for geohazards.… (more)

Subjects/Keywords: seismic; algorithm; cloud; high-performance-computing; geophysics

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APA (6th Edition):

Witte, P. A. (2020). Software and Algorithms for Large-Scale Seismic Inverse Problems. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/62754

Chicago Manual of Style (16th Edition):

Witte, Philipp Andre. “Software and Algorithms for Large-Scale Seismic Inverse Problems.” 2020. Doctoral Dissertation, Georgia Tech. Accessed July 09, 2020. http://hdl.handle.net/1853/62754.

MLA Handbook (7th Edition):

Witte, Philipp Andre. “Software and Algorithms for Large-Scale Seismic Inverse Problems.” 2020. Web. 09 Jul 2020.

Vancouver:

Witte PA. Software and Algorithms for Large-Scale Seismic Inverse Problems. [Internet] [Doctoral dissertation]. Georgia Tech; 2020. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/1853/62754.

Council of Science Editors:

Witte PA. Software and Algorithms for Large-Scale Seismic Inverse Problems. [Doctoral Dissertation]. Georgia Tech; 2020. Available from: http://hdl.handle.net/1853/62754


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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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 July 09, 2020. 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. 09 Jul 2020.

Vancouver:

Esmaili O. Developing a Rapid Seismic Performance based Rating System in Safety Assessment of Buildings. [Internet] [Thesis]. University of California – Irvine; 2014. [cited 2020 Jul 09]. 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


University of Toronto

7. Guo, Jack. Performance Spectra-based Design Methodology for Buildings Equipped with Supplemental Dampers.

Degree: PhD, 2015, University of Toronto

 This thesis presents the development of the Performance Spectra-based Design Methodology, which is a direct performance-based design methodology for supplemental damping systems in low to… (more)

Subjects/Keywords: Nonlinear Dyanmics; Passive Supplemental Dampers; Performance-based Design; Performance Spectra; Seismic Upgrade; 0543

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APA (6th Edition):

Guo, J. (2015). Performance Spectra-based Design Methodology for Buildings Equipped with Supplemental Dampers. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/69288

Chicago Manual of Style (16th Edition):

Guo, Jack. “Performance Spectra-based Design Methodology for Buildings Equipped with Supplemental Dampers.” 2015. Doctoral Dissertation, University of Toronto. Accessed July 09, 2020. http://hdl.handle.net/1807/69288.

MLA Handbook (7th Edition):

Guo, Jack. “Performance Spectra-based Design Methodology for Buildings Equipped with Supplemental Dampers.” 2015. Web. 09 Jul 2020.

Vancouver:

Guo J. Performance Spectra-based Design Methodology for Buildings Equipped with Supplemental Dampers. [Internet] [Doctoral dissertation]. University of Toronto; 2015. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/1807/69288.

Council of Science Editors:

Guo J. Performance Spectra-based Design Methodology for Buildings Equipped with Supplemental Dampers. [Doctoral Dissertation]. University of Toronto; 2015. Available from: http://hdl.handle.net/1807/69288


Penn State University

8. 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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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

9. 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 July 09, 2020. 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. 09 Jul 2020.

Vancouver:

Liang X. Performance-Based Robust Nonlinear Seismic Analysis with Application to Reinforced Concrete Bridge Systems. [Internet] [Thesis]. University of California – Berkeley; 2016. [cited 2020 Jul 09]. 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

10. 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 July 09, 2020. 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. 09 Jul 2020.

Vancouver:

Dong X. Thermal and structural performances of insulated cavity rammed earth wall houses. [Internet] [Thesis]. University of Adelaide; 2015. [cited 2020 Jul 09]. 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


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 (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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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 · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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 July 09, 2020. 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. 09 Jul 2020.

Vancouver:

Moghimi H. Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2020 Jul 09]. 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

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 (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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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


University of Cincinnati

15. Muhaisin, Muthana. Displacement Based Design of Hybrid Coupled Walls with Replaceable Fuses.

Degree: PhD, Engineering and Applied Science: Civil Engineering, 2019, University of Cincinnati

 Hybrid coupled core wall structures (HCCWs) are typically comprised of reinforced concrete core walls connected by steel or composite coupling beams at each floor. In… (more)

Subjects/Keywords: Civil Engineering; Hybrid coupled core walls; performance-based design; replaceable fuse; displacement-based design; seismic resistant structural; seismic resilience

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

APA (6th Edition):

Muhaisin, M. (2019). Displacement Based Design of Hybrid Coupled Walls with Replaceable Fuses. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1574417559037604

Chicago Manual of Style (16th Edition):

Muhaisin, Muthana. “Displacement Based Design of Hybrid Coupled Walls with Replaceable Fuses.” 2019. Doctoral Dissertation, University of Cincinnati. Accessed July 09, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1574417559037604.

MLA Handbook (7th Edition):

Muhaisin, Muthana. “Displacement Based Design of Hybrid Coupled Walls with Replaceable Fuses.” 2019. Web. 09 Jul 2020.

Vancouver:

Muhaisin M. Displacement Based Design of Hybrid Coupled Walls with Replaceable Fuses. [Internet] [Doctoral dissertation]. University of Cincinnati; 2019. [cited 2020 Jul 09]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1574417559037604.

Council of Science Editors:

Muhaisin M. Displacement Based Design of Hybrid Coupled Walls with Replaceable Fuses. [Doctoral Dissertation]. University of Cincinnati; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1574417559037604

16. Richard, Michael James. Parametric Study of ACI Seismic Design Provisions Through Dynamic Analysis of a Reinforced Concrete Intermediate Moment Frame.

Degree: MS, 2009, Worcester Polytechnic Institute

 Reinforced concrete moment-resisting frames are structural systems that work to resist earthquake ground motions through ductile behavior. Their performance is essential to prevent building collapse… (more)

Subjects/Keywords: reinforced concrete moment frames; seismic performance; seismic design; ACI318

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

APA (6th Edition):

Richard, M. J. (2009). Parametric Study of ACI Seismic Design Provisions Through Dynamic Analysis of a Reinforced Concrete Intermediate Moment Frame. (Thesis). Worcester Polytechnic Institute. Retrieved from etd-050409-203026 ; https://digitalcommons.wpi.edu/etd-theses/720

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):

Richard, Michael James. “Parametric Study of ACI Seismic Design Provisions Through Dynamic Analysis of a Reinforced Concrete Intermediate Moment Frame.” 2009. Thesis, Worcester Polytechnic Institute. Accessed July 09, 2020. etd-050409-203026 ; https://digitalcommons.wpi.edu/etd-theses/720.

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

MLA Handbook (7th Edition):

Richard, Michael James. “Parametric Study of ACI Seismic Design Provisions Through Dynamic Analysis of a Reinforced Concrete Intermediate Moment Frame.” 2009. Web. 09 Jul 2020.

Vancouver:

Richard MJ. Parametric Study of ACI Seismic Design Provisions Through Dynamic Analysis of a Reinforced Concrete Intermediate Moment Frame. [Internet] [Thesis]. Worcester Polytechnic Institute; 2009. [cited 2020 Jul 09]. Available from: etd-050409-203026 ; https://digitalcommons.wpi.edu/etd-theses/720.

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

Council of Science Editors:

Richard MJ. Parametric Study of ACI Seismic Design Provisions Through Dynamic Analysis of a Reinforced Concrete Intermediate Moment Frame. [Thesis]. Worcester Polytechnic Institute; 2009. Available from: etd-050409-203026 ; https://digitalcommons.wpi.edu/etd-theses/720

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


Texas A&M University

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

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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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

18. 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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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

19. 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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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 California – Berkeley

20. 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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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


McMaster University

21. 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 July 09, 2020. 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. 09 Jul 2020.

Vancouver:

Shédid MMT. Strategies to Enhance Seismic Performance of Reinforced Masonry Shear Walls. [Internet] [Doctoral dissertation]. McMaster University; 2009. [cited 2020 Jul 09]. 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


Virginia Tech

22. 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 July 09, 2020. http://hdl.handle.net/10919/84902.

MLA Handbook (7th Edition):

Jayamon, Jeena Rachel. “Seismic Performance Assessment of Wood-Frame Shear Wall Structures.” 2017. Web. 09 Jul 2020.

Vancouver:

Jayamon JR. Seismic Performance Assessment of Wood-Frame Shear Wall Structures. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2020 Jul 09]. 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


University of Colorado

23. 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 https://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 July 09, 2020. https://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. 09 Jul 2020.

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 2020 Jul 09]. Available from: https://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: https://scholar.colorado.edu/cven_gradetds/50


McMaster University

24. Buccella, Nathan. NONSTRUCTURAL COMPONENT DEMANDS IN BUILDINGS WITH CONTROLLED ROCKING STEEL BRACED FRAMES.

Degree: MASc, 2019, McMaster University

Controlled Rocking Steel Braced Frames (CRSBFs) have been developed as a high-performance structural solution to resist seismic forces, due to their ability to minimize structural… (more)

Subjects/Keywords: Controlled Rocking; Nonstructural Components; Seismic Demands; Self-Centring; High-Performance System; Buckling Restrained Braces

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APA (6th Edition):

Buccella, N. (2019). NONSTRUCTURAL COMPONENT DEMANDS IN BUILDINGS WITH CONTROLLED ROCKING STEEL BRACED FRAMES. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/24973

Chicago Manual of Style (16th Edition):

Buccella, Nathan. “NONSTRUCTURAL COMPONENT DEMANDS IN BUILDINGS WITH CONTROLLED ROCKING STEEL BRACED FRAMES.” 2019. Masters Thesis, McMaster University. Accessed July 09, 2020. http://hdl.handle.net/11375/24973.

MLA Handbook (7th Edition):

Buccella, Nathan. “NONSTRUCTURAL COMPONENT DEMANDS IN BUILDINGS WITH CONTROLLED ROCKING STEEL BRACED FRAMES.” 2019. Web. 09 Jul 2020.

Vancouver:

Buccella N. NONSTRUCTURAL COMPONENT DEMANDS IN BUILDINGS WITH CONTROLLED ROCKING STEEL BRACED FRAMES. [Internet] [Masters thesis]. McMaster University; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11375/24973.

Council of Science Editors:

Buccella N. NONSTRUCTURAL COMPONENT DEMANDS IN BUILDINGS WITH CONTROLLED ROCKING STEEL BRACED FRAMES. [Masters Thesis]. McMaster University; 2019. Available from: http://hdl.handle.net/11375/24973


KTH

25. 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 (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 July 09, 2020. 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. 09 Jul 2020.

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 2020 Jul 09]. 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


Iowa State University

26. 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 July 09, 2020. 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. 09 Jul 2020.

Vancouver:

Cui Z. Lifetime performance prediction of reinforced concrete structures in multi-threat areas. [Internet] [Thesis]. Iowa State University; 2016. [cited 2020 Jul 09]. 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


University of Washington

27. 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 July 09, 2020. 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. 09 Jul 2020.

Vancouver:

Ibarra SM. Experimental Investigation of Chevron Special Concentrically Braced Frames with a Yielding Beam Plastic Mechanism. [Internet] [Thesis]. University of Washington; 2018. [cited 2020 Jul 09]. 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

28. HICKEY, JOHN MICHAEL. Numerical and Experimental Investigation of the Seismic Performance of Steel Concentrically Braced Frame Structures.

Degree: School of Engineering. Disc of Civil Structural & Environmental Eng, 2019, Trinity College Dublin

 The concepts of performance-based earthquake engineering (PBEE) and performance based seismic design (PBSD) emerged after the 1994 Northridge and 1995 Kobe earthquakes, where the level… (more)

Subjects/Keywords: Earthquake Engineering; Concentrically Braced Frame; Eurocode 8; Steel Structures; Seismic Performance Assessment; Hybrid Simulation

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

APA (6th Edition):

HICKEY, J. M. (2019). Numerical and Experimental Investigation of the Seismic Performance of Steel Concentrically Braced Frame Structures. (Thesis). Trinity College Dublin. Retrieved from http://hdl.handle.net/2262/89454

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):

HICKEY, JOHN MICHAEL. “Numerical and Experimental Investigation of the Seismic Performance of Steel Concentrically Braced Frame Structures.” 2019. Thesis, Trinity College Dublin. Accessed July 09, 2020. http://hdl.handle.net/2262/89454.

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

MLA Handbook (7th Edition):

HICKEY, JOHN MICHAEL. “Numerical and Experimental Investigation of the Seismic Performance of Steel Concentrically Braced Frame Structures.” 2019. Web. 09 Jul 2020.

Vancouver:

HICKEY JM. Numerical and Experimental Investigation of the Seismic Performance of Steel Concentrically Braced Frame Structures. [Internet] [Thesis]. Trinity College Dublin; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/2262/89454.

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

Council of Science Editors:

HICKEY JM. Numerical and Experimental Investigation of the Seismic Performance of Steel Concentrically Braced Frame Structures. [Thesis]. Trinity College Dublin; 2019. Available from: http://hdl.handle.net/2262/89454

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


Rice University

29. Zhou, Muhong. Wave Equation Based Stencil Optimizations on a Multi-core CPU.

Degree: MA, Engineering, 2014, Rice University

 Wave propagation stencil kernels are engines of seismic imaging algo- rithms. These kernels are both compute- and memory-intensive. This work targets improving the performance of… (more)

Subjects/Keywords: seismic modeling; acoustic wave propagation; high performance computing; SIMD; cache optimizations; OpenMP parallelization; stencil optimization

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APA (6th Edition):

Zhou, M. (2014). Wave Equation Based Stencil Optimizations on a Multi-core CPU. (Masters Thesis). Rice University. Retrieved from http://hdl.handle.net/1911/88412

Chicago Manual of Style (16th Edition):

Zhou, Muhong. “Wave Equation Based Stencil Optimizations on a Multi-core CPU.” 2014. Masters Thesis, Rice University. Accessed July 09, 2020. http://hdl.handle.net/1911/88412.

MLA Handbook (7th Edition):

Zhou, Muhong. “Wave Equation Based Stencil Optimizations on a Multi-core CPU.” 2014. Web. 09 Jul 2020.

Vancouver:

Zhou M. Wave Equation Based Stencil Optimizations on a Multi-core CPU. [Internet] [Masters thesis]. Rice University; 2014. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/1911/88412.

Council of Science Editors:

Zhou M. Wave Equation Based Stencil Optimizations on a Multi-core CPU. [Masters Thesis]. Rice University; 2014. Available from: http://hdl.handle.net/1911/88412

30. Slovenec, Derek. Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction.

Degree: PhD, Civil Engineering, 2019, Case Western Reserve University School of Graduate Studies

 The design of critical buildings must consider extreme load effects from earthquakes, wind and tornado, blast and impact, among others. Many hazardous loads—such as wind… (more)

Subjects/Keywords: Civil Engineering; Structural engineering; facade systems; seismic design; blast design; progressive collapse; performance-based design

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

APA (6th Edition):

Slovenec, D. (2019). Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction. (Doctoral Dissertation). Case Western Reserve University School of Graduate Studies. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942

Chicago Manual of Style (16th Edition):

Slovenec, Derek. “Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction.” 2019. Doctoral Dissertation, Case Western Reserve University School of Graduate Studies. Accessed July 09, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942.

MLA Handbook (7th Edition):

Slovenec, Derek. “Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction.” 2019. Web. 09 Jul 2020.

Vancouver:

Slovenec D. Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction. [Internet] [Doctoral dissertation]. Case Western Reserve University School of Graduate Studies; 2019. [cited 2020 Jul 09]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942.

Council of Science Editors:

Slovenec D. Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction. [Doctoral Dissertation]. Case Western Reserve University School of Graduate Studies; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942

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