Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Seismic Fragility of Reinforced Concrete Moment Resisting Frames Designed by Direct Displacement-Based Design and Performance-Based Plastic Design Methods
https://orcid.org/http://orcid.org/0000-0003-3703-0169
Present study assesses the seismic fragility of a set of 4, 8, 12, and 15 storied reinforced concrete (RC) moment resisting frames which were analysed and designed by direct displacement-based design (DDBD) method and performance-based plastic design (PBPD) method. The seismic loads were inculcated in both the methods as per the Bureau of Indian Standards specifications. The seismic performance evaluation of the frames was done by nonlinear static analysis. Damage state thresholds were defined in terms of yield displacement and ultimate displacement to estimate the seismic fragility. Although the seismic performance of both the methods in terms of strength and ductility was found satisfactory, it was observed that the frames designed by DDBD method frames show a lower seismic fragility over PBPD method.
Seismic Fragility of Reinforced Concrete Moment Resisting Frames Designed by Direct Displacement-Based Design and Performance-Based Plastic Design Methods
https://orcid.org/http://orcid.org/0000-0003-3703-0169
Present study assesses the seismic fragility of a set of 4, 8, 12, and 15 storied reinforced concrete (RC) moment resisting frames which were analysed and designed by direct displacement-based design (DDBD) method and performance-based plastic design (PBPD) method. The seismic loads were inculcated in both the methods as per the Bureau of Indian Standards specifications. The seismic performance evaluation of the frames was done by nonlinear static analysis. Damage state thresholds were defined in terms of yield displacement and ultimate displacement to estimate the seismic fragility. Although the seismic performance of both the methods in terms of strength and ductility was found satisfactory, it was observed that the frames designed by DDBD method frames show a lower seismic fragility over PBPD method.
Seismic Fragility of Reinforced Concrete Moment Resisting Frames Designed by Direct Displacement-Based Design and Performance-Based Plastic Design Methods
https://orcid.org/http://orcid.org/0000-0003-3703-0169
Present study assesses the seismic fragility of a set of 4, 8, 12, and 15 storied reinforced concrete (RC) moment resisting frames which were analysed and designed by direct displacement-based design (DDBD) method and performance-based plastic design (PBPD) method. The seismic loads were inculcated in both the methods as per the Bureau of Indian Standards specifications. The seismic performance evaluation of the frames was done by nonlinear static analysis. Damage state thresholds were defined in terms of yield displacement and ultimate displacement to estimate the seismic fragility. Although the seismic performance of both the methods in terms of strength and ductility was found satisfactory, it was observed that the frames designed by DDBD method frames show a lower seismic fragility over PBPD method.
Seismic Fragility of Reinforced Concrete Moment Resisting Frames Designed by Direct Displacement-Based Design and Performance-Based Plastic Design Methods
Lecture Notes in Civil Engineering
Sitharam, T. G. (Herausgeber:in) / Kolathayar, Sreevalsa (Herausgeber:in) / Sharma, Mukat Lal (Herausgeber:in) / Dalal, Sejal Purvang (Autor:in) / Dalal, Purvang (Autor:in)
23.03.2021
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Seismic fragility , Direct displacement-based design , Performance-based plastic design , Reinforced concrete moment resisting frames , Seismic performance Engineering , Geoengineering, Foundations, Hydraulics , Geotechnical Engineering & Applied Earth Sciences , Natural Hazards , Soil Science & Conservation
Seismic performance of reinforced concrete moment resisting frames
| Online Contents | 2007
Seismic performance of reinforced concrete moment resisting frames
| Elsevier | 2006