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You searched for subject:(Performance Based Seismic Design). Showing records 1 – 30 of 130406 total matches.

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Colorado State University

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

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 April 18, 2021. 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. 18 Apr 2021.

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 2021 Apr 18]. 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 Alberta

2. 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 April 18, 2021. 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. 18 Apr 2021.

Vancouver:

Moghimi H. Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2021 Apr 18]. 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


Penn State University

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

Degree: 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. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/13451yuz160

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):

Zhu, Yizhi. “DEVELOPMENT OF FRAGILITY INFORMATION FOR BUILDING LIGHT-FRAME AND ENVELOPE SYSTEMS FOR PERFORMANCE-BASED SEISMIC DESIGN.” 2016. Thesis, Penn State University. Accessed April 18, 2021. https://submit-etda.libraries.psu.edu/catalog/13451yuz160.

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

MLA Handbook (7th Edition):

Zhu, Yizhi. “DEVELOPMENT OF FRAGILITY INFORMATION FOR BUILDING LIGHT-FRAME AND ENVELOPE SYSTEMS FOR PERFORMANCE-BASED SEISMIC DESIGN.” 2016. Web. 18 Apr 2021.

Vancouver:

Zhu Y. DEVELOPMENT OF FRAGILITY INFORMATION FOR BUILDING LIGHT-FRAME AND ENVELOPE SYSTEMS FOR PERFORMANCE-BASED SEISMIC DESIGN. [Internet] [Thesis]. Penn State University; 2016. [cited 2021 Apr 18]. Available from: https://submit-etda.libraries.psu.edu/catalog/13451yuz160.

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

Council of Science Editors:

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

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


University of Cincinnati

4. 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 April 18, 2021. 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. 18 Apr 2021.

Vancouver:

Muhaisin M. Displacement Based Design of Hybrid Coupled Walls with Replaceable Fuses. [Internet] [Doctoral dissertation]. University of Cincinnati; 2019. [cited 2021 Apr 18]. 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

5. 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 April 18, 2021. 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. 18 Apr 2021.

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 2021 Apr 18]. 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


University of Toronto

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

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 April 18, 2021. 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. 18 Apr 2021.

Vancouver:

Guo J. Performance Spectra-based Design Methodology for Buildings Equipped with Supplemental Dampers. [Internet] [Doctoral dissertation]. University of Toronto; 2015. [cited 2021 Apr 18]. 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


University of California – Irvine

7. 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 April 18, 2021. 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. 18 Apr 2021.

Vancouver:

Esmaili O. Developing a Rapid Seismic Performance based Rating System in Safety Assessment of Buildings. [Internet] [Thesis]. University of California – Irvine; 2014. [cited 2021 Apr 18]. 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 Colorado

8. 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 April 18, 2021. 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. 18 Apr 2021.

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 2021 Apr 18]. 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

9. 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 April 18, 2021. http://hdl.handle.net/11343/123961.

MLA Handbook (7th Edition):

Gunawardena, Tharaka. “Behaviour of prefabricated modular buildings subjected to lateral loads.” 2016. Web. 18 Apr 2021.

Vancouver:

Gunawardena T. Behaviour of prefabricated modular buildings subjected to lateral loads. [Internet] [Doctoral dissertation]. University of Melbourne; 2016. [cited 2021 Apr 18]. 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


Colorado State University

10. Nazari Khanmiri, Negari. Methodology and applications for integrating earthquake aftershock risk into performance-based seismic design.

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

 Aftershocks have the potential to cause severe damage to buildings and contribute to threaten life safety following a major earthquake. However, their effect on seismic(more)

Subjects/Keywords: collapse fragility; performance-based seismic design; woodframe building; hysteretic parameters; aftershock hazard; total collapse probability

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APA (6th Edition):

Nazari Khanmiri, N. (2015). Methodology and applications for integrating earthquake aftershock risk into performance-based seismic design. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/166896

Chicago Manual of Style (16th Edition):

Nazari Khanmiri, Negari. “Methodology and applications for integrating earthquake aftershock risk into performance-based seismic design.” 2015. Doctoral Dissertation, Colorado State University. Accessed April 18, 2021. http://hdl.handle.net/10217/166896.

MLA Handbook (7th Edition):

Nazari Khanmiri, Negari. “Methodology and applications for integrating earthquake aftershock risk into performance-based seismic design.” 2015. Web. 18 Apr 2021.

Vancouver:

Nazari Khanmiri N. Methodology and applications for integrating earthquake aftershock risk into performance-based seismic design. [Internet] [Doctoral dissertation]. Colorado State University; 2015. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10217/166896.

Council of Science Editors:

Nazari Khanmiri N. Methodology and applications for integrating earthquake aftershock risk into performance-based seismic design. [Doctoral Dissertation]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/166896

11. 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 April 18, 2021. 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. 18 Apr 2021.

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 2021 Apr 18]. 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


Kyoto University / 京都大学

12. 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 April 18, 2021. 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. 18 Apr 2021.

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 2021 Apr 18]. 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

13. 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 April 18, 2021. 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. 18 Apr 2021.

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 2021 Apr 18]. 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 Maryland

14. Middha, Parteek. Seismic Design Optimization of Steel Structures Using Particle Swarm Algorithm.

Degree: Civil Engineering, 2017, University of Maryland

 Earthquakes are one of the most devastating and expensive natural disasters in the world. Economical and earthquake-resistant design remains a challenge for structural engineers. This… (more)

Subjects/Keywords: Civil engineering; Metaheuristic Optimization; OpenSees-MATLAB; Particle Swarm Optimization; Performance-Based Design Optimization; Seismic Design Optimization; Structural Design Optimization

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APA (6th Edition):

Middha, P. (2017). Seismic Design Optimization of Steel Structures Using Particle Swarm Algorithm. (Thesis). University of Maryland. Retrieved from http://hdl.handle.net/1903/20454

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):

Middha, Parteek. “Seismic Design Optimization of Steel Structures Using Particle Swarm Algorithm.” 2017. Thesis, University of Maryland. Accessed April 18, 2021. http://hdl.handle.net/1903/20454.

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

MLA Handbook (7th Edition):

Middha, Parteek. “Seismic Design Optimization of Steel Structures Using Particle Swarm Algorithm.” 2017. Web. 18 Apr 2021.

Vancouver:

Middha P. Seismic Design Optimization of Steel Structures Using Particle Swarm Algorithm. [Internet] [Thesis]. University of Maryland; 2017. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/1903/20454.

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

Council of Science Editors:

Middha P. Seismic Design Optimization of Steel Structures Using Particle Swarm Algorithm. [Thesis]. University of Maryland; 2017. Available from: http://hdl.handle.net/1903/20454

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


National University of Ireland – Galway

15. Salawdeh, Suhaib. Seismic Design of Concentrically Braced Steel Frames .

Degree: 2012, National University of Ireland – Galway

 The aim of this project is to develop a robust numerical model that accurately replicates the behaviour of CBFs during earthquakes. This numerical model is… (more)

Subjects/Keywords: Concentrically braced frames; Nonlinear time history analysis; Seismic design; Direct displacement based design; Performance based design; Numerical modelling; Steel; Structural engineering; Fatigue; Engineering and Informatics

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APA (6th Edition):

Salawdeh, S. (2012). Seismic Design of Concentrically Braced Steel Frames . (Thesis). National University of Ireland – Galway. Retrieved from http://hdl.handle.net/10379/3045

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):

Salawdeh, Suhaib. “Seismic Design of Concentrically Braced Steel Frames .” 2012. Thesis, National University of Ireland – Galway. Accessed April 18, 2021. http://hdl.handle.net/10379/3045.

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

MLA Handbook (7th Edition):

Salawdeh, Suhaib. “Seismic Design of Concentrically Braced Steel Frames .” 2012. Web. 18 Apr 2021.

Vancouver:

Salawdeh S. Seismic Design of Concentrically Braced Steel Frames . [Internet] [Thesis]. National University of Ireland – Galway; 2012. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10379/3045.

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

Council of Science Editors:

Salawdeh S. Seismic Design of Concentrically Braced Steel Frames . [Thesis]. National University of Ireland – Galway; 2012. Available from: http://hdl.handle.net/10379/3045

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


University of Manchester

16. Guerrero Bobadilla, Hector. Seismic Design and Performance of Hospital Structures Equipped with Buckling-Restrained Braces in the Lakebed Zone of Mexico City.

Degree: 2016, University of Manchester

 Hospitals are regarded as some of the most important structures in society due to the service that they provide. Knowing this, governments spend large amounts… (more)

Subjects/Keywords: hospital structures; buckling-restrained braces; lakebed zone of Mexico City; Shaking table tests; dual systems; Performance-Based Seismic Design; residual displacemens

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APA (6th Edition):

Guerrero Bobadilla, H. (2016). Seismic Design and Performance of Hospital Structures Equipped with Buckling-Restrained Braces in the Lakebed Zone of Mexico City. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:300330

Chicago Manual of Style (16th Edition):

Guerrero Bobadilla, Hector. “Seismic Design and Performance of Hospital Structures Equipped with Buckling-Restrained Braces in the Lakebed Zone of Mexico City.” 2016. Doctoral Dissertation, University of Manchester. Accessed April 18, 2021. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:300330.

MLA Handbook (7th Edition):

Guerrero Bobadilla, Hector. “Seismic Design and Performance of Hospital Structures Equipped with Buckling-Restrained Braces in the Lakebed Zone of Mexico City.” 2016. Web. 18 Apr 2021.

Vancouver:

Guerrero Bobadilla H. Seismic Design and Performance of Hospital Structures Equipped with Buckling-Restrained Braces in the Lakebed Zone of Mexico City. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2021 Apr 18]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:300330.

Council of Science Editors:

Guerrero Bobadilla H. Seismic Design and Performance of Hospital Structures Equipped with Buckling-Restrained Braces in the Lakebed Zone of Mexico City. [Doctoral Dissertation]. University of Manchester; 2016. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:300330

17. Τζίμας, Άγγελος. Νέα υβριδική μέθοδος δυνάμεων/μετατοπίσεων αντισεισμικού σχεδιασμού χωρικών μεταλλικών κατασκευών.

Degree: 2013, University of Patras

Στην παρούσα εργασία παρουσιάζεται μία νέα βασισμένη στην επιτελεστικότητα μέθοδος αντισεισμικού σχεδιασμού χωρικών μεταλλικών κατασκευών, οι οποίες υπόκεινται σε σεισμικές διεγέρσεις μακρινού πεδίου. Η μέθοδος… (more)

Subjects/Keywords: Επιτελεστικότητα; Χωρικές μεταλλικές κατασκευές; Μη κανονικότητα; 624.176 2; Performance-based seismic design; Three-dimensional steel building frames; Irregularity

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APA (6th Edition):

Τζίμας, . (2013). Νέα υβριδική μέθοδος δυνάμεων/μετατοπίσεων αντισεισμικού σχεδιασμού χωρικών μεταλλικών κατασκευών. (Doctoral Dissertation). University of Patras. Retrieved from http://hdl.handle.net/10889/6297

Chicago Manual of Style (16th Edition):

Τζίμας, Άγγελος. “Νέα υβριδική μέθοδος δυνάμεων/μετατοπίσεων αντισεισμικού σχεδιασμού χωρικών μεταλλικών κατασκευών.” 2013. Doctoral Dissertation, University of Patras. Accessed April 18, 2021. http://hdl.handle.net/10889/6297.

MLA Handbook (7th Edition):

Τζίμας, Άγγελος. “Νέα υβριδική μέθοδος δυνάμεων/μετατοπίσεων αντισεισμικού σχεδιασμού χωρικών μεταλλικών κατασκευών.” 2013. Web. 18 Apr 2021.

Vancouver:

Τζίμας . Νέα υβριδική μέθοδος δυνάμεων/μετατοπίσεων αντισεισμικού σχεδιασμού χωρικών μεταλλικών κατασκευών. [Internet] [Doctoral dissertation]. University of Patras; 2013. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10889/6297.

Council of Science Editors:

Τζίμας . Νέα υβριδική μέθοδος δυνάμεων/μετατοπίσεων αντισεισμικού σχεδιασμού χωρικών μεταλλικών κατασκευών. [Doctoral Dissertation]. University of Patras; 2013. Available from: http://hdl.handle.net/10889/6297


University of Illinois – Urbana-Champaign

18. Miller, David J. Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy.

Degree: MS, 0106, 2011, University of Illinois – Urbana-Champaign

 Although conventional earthquake-resisting structural systems provide adequate life safety when properly designed, they often rely on significant structural damage to dissipate the seismic energy. The… (more)

Subjects/Keywords: steel frames; seismic effects; self-centering; shape memory alloy; energy dissipation; residual drift; performance-based design; buckling-restrained braces

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APA (6th Edition):

Miller, D. J. (2011). Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26052

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):

Miller, David J. “Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed April 18, 2021. http://hdl.handle.net/2142/26052.

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

MLA Handbook (7th Edition):

Miller, David J. “Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy.” 2011. Web. 18 Apr 2021.

Vancouver:

Miller DJ. Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/2142/26052.

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

Council of Science Editors:

Miller DJ. Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26052

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


University of Canterbury

19. MacRae G. A simplified method to select effective seismic retrofit for steel buildings based on damage cost.

Degree: 2018, University of Canterbury

 Recent earthquakes have highlighted the vulnerability of nonstructural components. Nonstructural damage causes serious injuries and economic loss1) but current seismic design methodologies consider nonstructural damages… (more)

Subjects/Keywords: Performance based design; Economic loss; simplified method; seismic rehabilitation; Fields of Research::40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering

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APA (6th Edition):

G, M. (2018). A simplified method to select effective seismic retrofit for steel buildings based on damage cost. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17567

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):

G, MacRae. “A simplified method to select effective seismic retrofit for steel buildings based on damage cost.” 2018. Thesis, University of Canterbury. Accessed April 18, 2021. http://hdl.handle.net/10092/17567.

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

MLA Handbook (7th Edition):

G, MacRae. “A simplified method to select effective seismic retrofit for steel buildings based on damage cost.” 2018. Web. 18 Apr 2021.

Vancouver:

G M. A simplified method to select effective seismic retrofit for steel buildings based on damage cost. [Internet] [Thesis]. University of Canterbury; 2018. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10092/17567.

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

Council of Science Editors:

G M. A simplified method to select effective seismic retrofit for steel buildings based on damage cost. [Thesis]. University of Canterbury; 2018. Available from: http://hdl.handle.net/10092/17567

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


Syracuse University

20. Mamaghani, Mohammadhossein. Application of Wavelet Transform to Endurance Time Analysis Method for Performance-based Seismic Design.

Degree: PhD, Civil and Environmental Engineering, 2020, Syracuse University

  Earthquakes occur quite frequently around the world, but the number of reliable recorded ground motion data for a given site is often limited. In… (more)

Subjects/Keywords: continuous wavelet transform; endurance time analysis; incremental dynamic analysis; nonlinear dynamic analysis; performance-based seismic design; steel structure; Engineering

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APA (6th Edition):

Mamaghani, M. (2020). Application of Wavelet Transform to Endurance Time Analysis Method for Performance-based Seismic Design. (Doctoral Dissertation). Syracuse University. Retrieved from https://surface.syr.edu/etd/1246

Chicago Manual of Style (16th Edition):

Mamaghani, Mohammadhossein. “Application of Wavelet Transform to Endurance Time Analysis Method for Performance-based Seismic Design.” 2020. Doctoral Dissertation, Syracuse University. Accessed April 18, 2021. https://surface.syr.edu/etd/1246.

MLA Handbook (7th Edition):

Mamaghani, Mohammadhossein. “Application of Wavelet Transform to Endurance Time Analysis Method for Performance-based Seismic Design.” 2020. Web. 18 Apr 2021.

Vancouver:

Mamaghani M. Application of Wavelet Transform to Endurance Time Analysis Method for Performance-based Seismic Design. [Internet] [Doctoral dissertation]. Syracuse University; 2020. [cited 2021 Apr 18]. Available from: https://surface.syr.edu/etd/1246.

Council of Science Editors:

Mamaghani M. Application of Wavelet Transform to Endurance Time Analysis Method for Performance-based Seismic Design. [Doctoral Dissertation]. Syracuse University; 2020. Available from: https://surface.syr.edu/etd/1246


North Carolina State University

21. Harris, John Leroy III. Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis.

Degree: MS, Civil Engineering, 2002, North Carolina State University

 Current design office methodologies for seismic design of steel moment frames include forced-based methods for calculating equivalent lateral forces and a static elastic analysis. Research… (more)

Subjects/Keywords: Capacity Design; Earthquake; Engineering; Seismic; Steel Moment Frames; Steel Design; Displacement-Based Design; Advanced Analysis; Performance-Based Seismic Engineering

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APA (6th Edition):

Harris, J. L. I. (2002). Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/193

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):

Harris, John Leroy III. “Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis.” 2002. Thesis, North Carolina State University. Accessed April 18, 2021. http://www.lib.ncsu.edu/resolver/1840.16/193.

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

MLA Handbook (7th Edition):

Harris, John Leroy III. “Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis.” 2002. Web. 18 Apr 2021.

Vancouver:

Harris JLI. Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis. [Internet] [Thesis]. North Carolina State University; 2002. [cited 2021 Apr 18]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/193.

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

Council of Science Editors:

Harris JLI. Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis. [Thesis]. North Carolina State University; 2002. Available from: http://www.lib.ncsu.edu/resolver/1840.16/193

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


Universidade do Minho

22. Marques, Rui Filipe Pedreira. Metodologias inovadoras no cálculo sísmico de estruturas em alvenaria simples e confinada: New methodologies for seismic design of unreinforced and confined masonry structures.

Degree: 2013, Universidade do Minho

 Masonry construction represents an important part of the built and cultural heritage, but also a sustainable solution for the future. This is the main reason… (more)

Subjects/Keywords: alvenaria estrutural; ação sísmica; macro-modelação; software de cálculo; análise pushover; cálculo baseado em desempenho; structural masonry; seismic action; macro-modeling; design software; pushover analysis; performance-based design; 624.042.7; 624.012

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APA (6th Edition):

Marques, R. F. P. (2013). Metodologias inovadoras no cálculo sísmico de estruturas em alvenaria simples e confinada: New methodologies for seismic design of unreinforced and confined masonry structures. (Doctoral Dissertation). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/24404

Chicago Manual of Style (16th Edition):

Marques, Rui Filipe Pedreira. “Metodologias inovadoras no cálculo sísmico de estruturas em alvenaria simples e confinada: New methodologies for seismic design of unreinforced and confined masonry structures.” 2013. Doctoral Dissertation, Universidade do Minho. Accessed April 18, 2021. http://hdl.handle.net/1822/24404.

MLA Handbook (7th Edition):

Marques, Rui Filipe Pedreira. “Metodologias inovadoras no cálculo sísmico de estruturas em alvenaria simples e confinada: New methodologies for seismic design of unreinforced and confined masonry structures.” 2013. Web. 18 Apr 2021.

Vancouver:

Marques RFP. Metodologias inovadoras no cálculo sísmico de estruturas em alvenaria simples e confinada: New methodologies for seismic design of unreinforced and confined masonry structures. [Internet] [Doctoral dissertation]. Universidade do Minho; 2013. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/1822/24404.

Council of Science Editors:

Marques RFP. Metodologias inovadoras no cálculo sísmico de estruturas em alvenaria simples e confinada: New methodologies for seismic design of unreinforced and confined masonry structures. [Doctoral Dissertation]. Universidade do Minho; 2013. Available from: http://hdl.handle.net/1822/24404


University of Canterbury

23. Pampanin, S. Reality-check and renewed challenges in earthquake engineering: Implementing low-damage structural systems - from theory to practice.

Degree: Civil and Natural Resources Engineering, 2012, University of Canterbury

 Earthquake Engineering is facing an extraordinarily challenging era, the ultimate target being set at increasingly higher levels by the demanding expectations of our modern society.… (more)

Subjects/Keywords: performance-based design; low-damage seismic design; damage control; Canterbury earthquake; Fields of Research::40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering

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APA (6th Edition):

Pampanin, S. (2012). Reality-check and renewed challenges in earthquake engineering: Implementing low-damage structural systems - from theory to practice. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/9007

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):

Pampanin, S. “Reality-check and renewed challenges in earthquake engineering: Implementing low-damage structural systems - from theory to practice.” 2012. Thesis, University of Canterbury. Accessed April 18, 2021. http://hdl.handle.net/10092/9007.

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

MLA Handbook (7th Edition):

Pampanin, S. “Reality-check and renewed challenges in earthquake engineering: Implementing low-damage structural systems - from theory to practice.” 2012. Web. 18 Apr 2021.

Vancouver:

Pampanin S. Reality-check and renewed challenges in earthquake engineering: Implementing low-damage structural systems - from theory to practice. [Internet] [Thesis]. University of Canterbury; 2012. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10092/9007.

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

Council of Science Editors:

Pampanin S. Reality-check and renewed challenges in earthquake engineering: Implementing low-damage structural systems - from theory to practice. [Thesis]. University of Canterbury; 2012. Available from: http://hdl.handle.net/10092/9007

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


University of Michigan

24. Ghosh, Siddhartha. Two alternatives for implementing performance-based seismic design of buildings: Life -cycle cost and seismic energy demand.

Degree: PhD, Civil engineering, 2003, University of Michigan

 The inability of current seismic design codes to reliably predict building performance during earthquakes, and to satisfy secondary goals of controlling property damage and maintenance… (more)

Subjects/Keywords: Alternatives; Based; Buildings; Energy Demand; Implementing; Life-cycle Cost; Performance; Seismic Design; Two

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APA (6th Edition):

Ghosh, S. (2003). Two alternatives for implementing performance-based seismic design of buildings: Life -cycle cost and seismic energy demand. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/123844

Chicago Manual of Style (16th Edition):

Ghosh, Siddhartha. “Two alternatives for implementing performance-based seismic design of buildings: Life -cycle cost and seismic energy demand.” 2003. Doctoral Dissertation, University of Michigan. Accessed April 18, 2021. http://hdl.handle.net/2027.42/123844.

MLA Handbook (7th Edition):

Ghosh, Siddhartha. “Two alternatives for implementing performance-based seismic design of buildings: Life -cycle cost and seismic energy demand.” 2003. Web. 18 Apr 2021.

Vancouver:

Ghosh S. Two alternatives for implementing performance-based seismic design of buildings: Life -cycle cost and seismic energy demand. [Internet] [Doctoral dissertation]. University of Michigan; 2003. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/2027.42/123844.

Council of Science Editors:

Ghosh S. Two alternatives for implementing performance-based seismic design of buildings: Life -cycle cost and seismic energy demand. [Doctoral Dissertation]. University of Michigan; 2003. Available from: http://hdl.handle.net/2027.42/123844

25. Barajas, Alia Talina. Weighing the Financial and Sustainable Benefits of High Performance Structures in Seismically Active Regions.

Degree: MS, Architecture, 2013, Cal Poly

  This thesis investigated the potential advantages and disadvantages of high performance structures by comparing the financial and environmental impacts of a performance based four-story… (more)

Subjects/Keywords: seismic; structural engineering; linear dynamic; performance based design; Structural Engineering

…Hazards Reduction Program PBD Performance-Based Design PGA Peak Ground Acceleration UBC… …Carmona’s thesis, “Quantifying the Life Cycle Benefits of Performance-Based Design in Sustainable… …8.00 3.2.1 Performance Based Design Using ASCE 41-06 Methodology An initial topic of… …return lower base shears. ASCE 41-06 is a performance based design, and uses the displacements… …Design.” Mr. Carmona’s thesis investigated the financial benefits of high performance moment… 

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APA (6th Edition):

Barajas, A. T. (2013). Weighing the Financial and Sustainable Benefits of High Performance Structures in Seismically Active Regions. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/958 ; 10.15368/theses.2013.152

Chicago Manual of Style (16th Edition):

Barajas, Alia Talina. “Weighing the Financial and Sustainable Benefits of High Performance Structures in Seismically Active Regions.” 2013. Masters Thesis, Cal Poly. Accessed April 18, 2021. https://digitalcommons.calpoly.edu/theses/958 ; 10.15368/theses.2013.152.

MLA Handbook (7th Edition):

Barajas, Alia Talina. “Weighing the Financial and Sustainable Benefits of High Performance Structures in Seismically Active Regions.” 2013. Web. 18 Apr 2021.

Vancouver:

Barajas AT. Weighing the Financial and Sustainable Benefits of High Performance Structures in Seismically Active Regions. [Internet] [Masters thesis]. Cal Poly; 2013. [cited 2021 Apr 18]. Available from: https://digitalcommons.calpoly.edu/theses/958 ; 10.15368/theses.2013.152.

Council of Science Editors:

Barajas AT. Weighing the Financial and Sustainable Benefits of High Performance Structures in Seismically Active Regions. [Masters Thesis]. Cal Poly; 2013. Available from: https://digitalcommons.calpoly.edu/theses/958 ; 10.15368/theses.2013.152

26. Vathi, Maria. Structural behavior of liquid storage steel containers under strong dynamic excitation.

Degree: 2016, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας

 Liquid containing tanks made of steel material are used in water storage and distribution systems, as well as in industrial plants for the storage and/or… (more)

Subjects/Keywords: δεξαμενές αποθήκευσης υγρού; δυναμική διέγερση; Σεισμική απόκριση; ανασήκωμα πάτου δεξαμενής; Σχεδιασμός με βάση την επιτελεστικότητα; liquid storage tanks; Dynamic excitation; Seismic response; elephant's foot buckling; uplifting; Performance based design

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APA (6th Edition):

Vathi, M. (2016). Structural behavior of liquid storage steel containers under strong dynamic excitation. (Thesis). University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Retrieved from http://hdl.handle.net/10442/hedi/38431

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):

Vathi, Maria. “Structural behavior of liquid storage steel containers under strong dynamic excitation.” 2016. Thesis, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Accessed April 18, 2021. http://hdl.handle.net/10442/hedi/38431.

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

MLA Handbook (7th Edition):

Vathi, Maria. “Structural behavior of liquid storage steel containers under strong dynamic excitation.” 2016. Web. 18 Apr 2021.

Vancouver:

Vathi M. Structural behavior of liquid storage steel containers under strong dynamic excitation. [Internet] [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2016. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10442/hedi/38431.

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

Council of Science Editors:

Vathi M. Structural behavior of liquid storage steel containers under strong dynamic excitation. [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2016. Available from: http://hdl.handle.net/10442/hedi/38431

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

27. Avgerinou, Stella. Investigation of the application of high-strength steel in dissipative elements.

Degree: 2020, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

The term High-strength Steel (HSS) is currently used for steel grades with yield strength exceeding or equal to 460MPa. Production of HSS is the result… (more)

Subjects/Keywords: Χαλυβες υψηλής αντοχής; Αντισεισμικός σχεδιασμός μεταλλικών κατασκευών; FUSEIS; Πειραματικές διερευνήσεις; Αποτίμηση επιτελεστικότητας; High-strength steel; Seismic design of steel structures; FUSEIS; Experimental investigations; Performance based evaluation

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

APA (6th Edition):

Avgerinou, S. (2020). Investigation of the application of high-strength steel in dissipative elements. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/48214

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):

Avgerinou, Stella. “Investigation of the application of high-strength steel in dissipative elements.” 2020. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed April 18, 2021. http://hdl.handle.net/10442/hedi/48214.

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

MLA Handbook (7th Edition):

Avgerinou, Stella. “Investigation of the application of high-strength steel in dissipative elements.” 2020. Web. 18 Apr 2021.

Vancouver:

Avgerinou S. Investigation of the application of high-strength steel in dissipative elements. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2020. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10442/hedi/48214.

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

Council of Science Editors:

Avgerinou S. Investigation of the application of high-strength steel in dissipative elements. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2020. Available from: http://hdl.handle.net/10442/hedi/48214

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


University of California – Berkeley

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

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 April 18, 2021. 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. 18 Apr 2021.

Vancouver:

Liang X. Performance-Based Robust Nonlinear Seismic Analysis with Application to Reinforced Concrete Bridge Systems. [Internet] [Thesis]. University of California – Berkeley; 2016. [cited 2021 Apr 18]. 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 Central Florida

29. Mehdizadeh, Mohammad. Uncertainty treatment in performance based seismic assessment of typical bridge classes in United States.

Degree: 2014, University of Central Florida

 Bridge networks are expensive and complex infrastructures and are essential components of today's transportation systems. Despite the advancement in computer aided modeling and increasing the… (more)

Subjects/Keywords: Fragility analysis; bridge; seismic; seismic performance based assessment; ground motion scaling; nonlinear structures; design of experiment; screening analysis; plackket burman design; Civil Engineering; Engineering; Dissertations, Academic  – Engineering and Computer Science; Engineering and Computer Science  – Dissertations, Academic

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

APA (6th Edition):

Mehdizadeh, M. (2014). Uncertainty treatment in performance based seismic assessment of typical bridge classes in United States. (Doctoral Dissertation). University of Central Florida. Retrieved from https://stars.library.ucf.edu/etd/4760

Chicago Manual of Style (16th Edition):

Mehdizadeh, Mohammad. “Uncertainty treatment in performance based seismic assessment of typical bridge classes in United States.” 2014. Doctoral Dissertation, University of Central Florida. Accessed April 18, 2021. https://stars.library.ucf.edu/etd/4760.

MLA Handbook (7th Edition):

Mehdizadeh, Mohammad. “Uncertainty treatment in performance based seismic assessment of typical bridge classes in United States.” 2014. Web. 18 Apr 2021.

Vancouver:

Mehdizadeh M. Uncertainty treatment in performance based seismic assessment of typical bridge classes in United States. [Internet] [Doctoral dissertation]. University of Central Florida; 2014. [cited 2021 Apr 18]. Available from: https://stars.library.ucf.edu/etd/4760.

Council of Science Editors:

Mehdizadeh M. Uncertainty treatment in performance based seismic assessment of typical bridge classes in United States. [Doctoral Dissertation]. University of Central Florida; 2014. Available from: https://stars.library.ucf.edu/etd/4760


University of Southern California

30. Terapathana, Surat. An energy method for earthquake resistant design of RC structures.

Degree: PhD, Civil Engineering, 2013, University of Southern California

 In order to effectively design reinforced concrete moment frames to withstand earthquake ground motions, it is necessary to accurately predict the seismic demands on the… (more)

Subjects/Keywords: seismic demands; hysteretic energy; energy balance equation; energy based design

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

APA (6th Edition):

Terapathana, S. (2013). An energy method for earthquake resistant design of RC structures. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/39940/rec/704

Chicago Manual of Style (16th Edition):

Terapathana, Surat. “An energy method for earthquake resistant design of RC structures.” 2013. Doctoral Dissertation, University of Southern California. Accessed April 18, 2021. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/39940/rec/704.

MLA Handbook (7th Edition):

Terapathana, Surat. “An energy method for earthquake resistant design of RC structures.” 2013. Web. 18 Apr 2021.

Vancouver:

Terapathana S. An energy method for earthquake resistant design of RC structures. [Internet] [Doctoral dissertation]. University of Southern California; 2013. [cited 2021 Apr 18]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/39940/rec/704.

Council of Science Editors:

Terapathana S. An energy method for earthquake resistant design of RC structures. [Doctoral Dissertation]. University of Southern California; 2013. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/39940/rec/704

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