Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Assessment of Seismic Performance and Vulnerability of a 20-Storied Reinforced Concrete Moment-Resisting Frame Designed by Direct Displacement-Based Design and Force-Based Design
https://orcid.org/http://orcid.org/0000-0003-3703-0169
https://orcid.org/http://orcid.org/0000-0002-2140-3015
This study presents seismic performance and vulnerability assessment of a 20-storied reinforced concrete (RC) building designed by direct displacement-based design (DDBD) and conventional force-based design (FBD) approach as per Indian Standard codes. The study frames are evaluated for strength and deformation using nonlinear static pushover analysis. The vulnerability for predefined damage states was evaluated based on the responses obtained from the pushover analysis. The comparison of the performance of frames indicates higher efficiency of the DDBD approach for the study frames.
Assessment of Seismic Performance and Vulnerability of a 20-Storied Reinforced Concrete Moment-Resisting Frame Designed by Direct Displacement-Based Design and Force-Based Design
https://orcid.org/http://orcid.org/0000-0003-3703-0169
https://orcid.org/http://orcid.org/0000-0002-2140-3015
This study presents seismic performance and vulnerability assessment of a 20-storied reinforced concrete (RC) building designed by direct displacement-based design (DDBD) and conventional force-based design (FBD) approach as per Indian Standard codes. The study frames are evaluated for strength and deformation using nonlinear static pushover analysis. The vulnerability for predefined damage states was evaluated based on the responses obtained from the pushover analysis. The comparison of the performance of frames indicates higher efficiency of the DDBD approach for the study frames.
Assessment of Seismic Performance and Vulnerability of a 20-Storied Reinforced Concrete Moment-Resisting Frame Designed by Direct Displacement-Based Design and Force-Based Design
https://orcid.org/http://orcid.org/0000-0003-3703-0169
https://orcid.org/http://orcid.org/0000-0002-2140-3015
This study presents seismic performance and vulnerability assessment of a 20-storied reinforced concrete (RC) building designed by direct displacement-based design (DDBD) and conventional force-based design (FBD) approach as per Indian Standard codes. The study frames are evaluated for strength and deformation using nonlinear static pushover analysis. The vulnerability for predefined damage states was evaluated based on the responses obtained from the pushover analysis. The comparison of the performance of frames indicates higher efficiency of the DDBD approach for the study frames.
Assessment of Seismic Performance and Vulnerability of a 20-Storied Reinforced Concrete Moment-Resisting Frame Designed by Direct Displacement-Based Design and Force-Based Design
Lecture Notes in Civil Engineering
Kolathayar, Sreevalsa (Herausgeber:in) / Chian, Siau Chen (Herausgeber:in) / Ganvit, Sumit (Autor:in) / Dalal, Sejal Purvang (Autor:in) / Motiani, Ronak (Autor:in) / Dalal, Purvang (Autor:in)
21.09.2021
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Vulnerability Assessment of Reinforced Concrete Moment Resisting Frame Buildings
| British Library Online Contents | 2007
Vulnerability Assessment of Reinforced Concrete Moment Resisting Frame Buildings
| Online Contents | 2007