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Seismic analysis and design of viscously coupled walls or trusses with discrete locations for viscous dampers

 Seismic analysis and design of viscously coupled walls or trusses with discrete locations for viscous dampers
Author(s): ,
Presented at IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015, published in , pp. 454-455
DOI: 10.2749/222137815815775826
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In this paper, the efficiency of using viscous dampers to connect two walls, in discrete locations along the height, is examined. The non-dimensional parameters controlling the behaviour of such st...
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Bibliographic Details

Author(s):

Medium: conference paper
Language(s): English
Conference: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015
Published in:
Page(s): 454-455 Total no. of pages: 8
Page(s): 454-455
Total no. of pages: 8
Year: 2015
DOI: 10.2749/222137815815775826
Abstract:

In this paper, the efficiency of using viscous dampers to connect two walls, in discrete locations along the height, is examined. The non-dimensional parameters controlling the behaviour of such structures are first identified. Those are a non-dimensional damping coefficient and the non- dimensional heights where the dampers are mounted. Then, a parametric study is conducted to gain some insight on the behaviour of the system and to attain graphs for important non-dimensional responses of interest such as displacements, inter-story drifts, absolute accelerations, wall base- shear, total base-shear and total over-turning moments. These reveal the optimal locations of the dampers and allow a simplified analysis and design.

Keywords:
seismic design seismic retrofitting earthquake engineering walls Energy dissipation devices passive control fluid viscous dampers