Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Non-linear Dynamic Analysis of a Multi-storey Building Subjected to Earthquakes
https://orcid.org/https://orcid.org/0000-0002-6552-1806
https://orcid.org/https://orcid.org/0000-0002-0626-7473
During the last few decades, seismic analysis of multi-storey building has experienced notable growth. In the past years, multi-storey buildings were designed without considering any seismic excitation which is not reliable but later it was noticed that the nowadays multi-storey building is designed for some lateral loads like earthquake, wind, etc. When the dynamic load is considered for analysis, it performed significantly well than for gravity loading. In India, some states like situated in the seismically active Himalayan region in which evaluation of natural hazards due to seismic excitation is an important thing. In this paper, nonlinear dynamic analysis of a multi-storied RC building was carried out considering the different seismic intensities which occurred in seismically active state Uttarakhand. The building under consideration is modeled using finite element-based software SAP 2000 v.14.0.0. The response parameters used in the seismic analysis are time period, base shear, modal mass participation, lateral displacement, and storey drift. From the study, it is concluded that the time-history analysis method fortified the safety of multi-storey building when it is subjected to seismic excitations.
Non-linear Dynamic Analysis of a Multi-storey Building Subjected to Earthquakes
https://orcid.org/https://orcid.org/0000-0002-6552-1806
https://orcid.org/https://orcid.org/0000-0002-0626-7473
During the last few decades, seismic analysis of multi-storey building has experienced notable growth. In the past years, multi-storey buildings were designed without considering any seismic excitation which is not reliable but later it was noticed that the nowadays multi-storey building is designed for some lateral loads like earthquake, wind, etc. When the dynamic load is considered for analysis, it performed significantly well than for gravity loading. In India, some states like situated in the seismically active Himalayan region in which evaluation of natural hazards due to seismic excitation is an important thing. In this paper, nonlinear dynamic analysis of a multi-storied RC building was carried out considering the different seismic intensities which occurred in seismically active state Uttarakhand. The building under consideration is modeled using finite element-based software SAP 2000 v.14.0.0. The response parameters used in the seismic analysis are time period, base shear, modal mass participation, lateral displacement, and storey drift. From the study, it is concluded that the time-history analysis method fortified the safety of multi-storey building when it is subjected to seismic excitations.
Non-linear Dynamic Analysis of a Multi-storey Building Subjected to Earthquakes
https://orcid.org/https://orcid.org/0000-0002-6552-1806
https://orcid.org/https://orcid.org/0000-0002-0626-7473
During the last few decades, seismic analysis of multi-storey building has experienced notable growth. In the past years, multi-storey buildings were designed without considering any seismic excitation which is not reliable but later it was noticed that the nowadays multi-storey building is designed for some lateral loads like earthquake, wind, etc. When the dynamic load is considered for analysis, it performed significantly well than for gravity loading. In India, some states like situated in the seismically active Himalayan region in which evaluation of natural hazards due to seismic excitation is an important thing. In this paper, nonlinear dynamic analysis of a multi-storied RC building was carried out considering the different seismic intensities which occurred in seismically active state Uttarakhand. The building under consideration is modeled using finite element-based software SAP 2000 v.14.0.0. The response parameters used in the seismic analysis are time period, base shear, modal mass participation, lateral displacement, and storey drift. From the study, it is concluded that the time-history analysis method fortified the safety of multi-storey building when it is subjected to seismic excitations.
Non-linear Dynamic Analysis of a Multi-storey Building Subjected to Earthquakes
Lecture Notes in Civil Engineering
Pathak, K. K. (Herausgeber:in) / Bandara, J. M. S. J. (Herausgeber:in) / Agrawal, Ramakant (Herausgeber:in) / Verma, Arjit (Autor:in) / Pal, P. (Autor:in) / Gupta, Y. K. (Autor:in)
28.09.2020
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Dynamic deflection of multi-storey buildings during earthquakes
| Engineering Index Backfile | 1966
| British Library Online Contents | 1999