Seismic response of two-way asymmetric building installed with hybrid arrangement of dampers under bi-directional excitations
by Nirmal S. Mehta; Snehal V. Mevada
International Journal of Structural Engineering (IJSTRUCTE), Vol. 8, No. 3, 2017

Abstract: This article presents a comparative study of the linearly elastic, single-storey, two-way asymmetric system under bi-directional earthquake excitation. The comparative study includes the following dampers: linear and nonlinear fluid viscous dampers, semi-active friction damper and hybrid arrangement of fluid viscous dampers and semi-active friction damper. The response is obtained by numerically solving the governing equations of motion using state space method. The effect of power law coefficient, supplemental damping ratio, stiffness coefficient and gain multiplier on peak response which includes lateral, torsional displacement and acceleration are investigated. To study the effectiveness of dampers, the controlled response of asymmetric system is compared with the corresponding uncontrolled response. The parametric study indicated that the hybrid arrangement of damper is quite effective in reducing various responses. It is further observed that fluid viscous dampers are effective in reducing displacement response and semi-active friction dampers are effective in reducing acceleration response.

Online publication date: Sun, 10-Sep-2017

The full text of this article is only available to individual subscribers or to users at subscribing institutions.

 
Existing subscribers:
Go to Inderscience Online Journals to access the Full Text of this article.

Pay per view:
If you are not a subscriber and you just want to read the full contents of this article, buy online access here.

Complimentary Subscribers, Editors or Members of the Editorial Board of the International Journal of Structural Engineering (IJSTRUCTE):
Login with your Inderscience username and password:

Username:        Password:          Forgotten your password?

Want to subscribe?
A subscription gives you complete access to all articles in the current issue, as well as to all articles in the previous three years (where applicable). See our Orders page to subscribe.

If you still need assistance, please email subs@inderscience.com