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Inelastic seismic response of RC building with control system.


Citation

Jaafar, Mohd Saleh and Abang Ali, Abang Abdullah and Noorzaei, Jamaloddin and Hejazi, Farzad and Kojouri, Samira Jilani and Thanoon, Waleed Abdulmalik (2011) Inelastic seismic response of RC building with control system. Key Engineering Materials, 462-463. pp. 241-246. ISSN 1013-9826

Abstract

Conventional buildings are mainly designed based on elastic analysis of structures subjected to moderate earthquakes. In this case, the seismic forces are much smaller than the forces introduced by strong ground motions with the considered structural behavior going to nonlinear response during these severe earthquakes. Improving the earthquake resistance of reinforced concrete buildings using a variety of earthquake energy dissipation systems has received considerable attention in recent years by civil engineers. In the present study, a nonlinear computational scheme was developed to predict the complete nonlinear dynamic response of reinforced concrete framed buildings equipped with viscous damper device subjected to earthquake excitation. A finite element program code is developed based on the nonlinear analysis procedure of reinforced concrete buildings equipped with viscous damper devices and a two dimensional, five story models of RC buildings subjected to earthquake were analyzed. Result of nonlinear analysis of RC buildings which furnished by viscous dampers indicated that using of viscous dampers effectively reduced the damages occurring in the building and structural motion during severe earthquakes.


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Additional Metadata

Item Type: Article
Divisions: Faculty of Engineering
DOI Number: https://doi.org/10.4028/www.scientific.net/KEM.462-463.241
Keywords: Displacement; Nonlinear dynamic analysis; Plastic hinge; Viscous damper
Depositing User: Muizzudin Kaspol
Date Deposited: 09 Sep 2014 03:20
Last Modified: 07 Oct 2015 01:24
Altmetrics: http://www.altmetric.com/details.php?domain=psasir.upm.edu.my&doi=10.4028/www.scientific.net/KEM.462-463.241
URI: http://psasir.upm.edu.my/id/eprint/23424
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