NDLI: Evaluation of seismic response and reduction measure during near-source ground motions

Content Provider	IEEE Xplore Digital Library
Author	Su Hai
Copyright Year	2012
Description	Author affiliation: School of Petroleum Resources, Xi'an Shiyou University, Shanxi, China (Su Hai)
Abstract	This study addresses the relationship between the characteristics of Kobe near-source ground motions and the pounding behaviour of two multi-storey buildings linked by two pedestrian bridges. The influence of soil-structure interaction on the effectiveness of viscous dampers and friction devices at the pedestrian bridge-building locations is considered. The considered friction device consists of a steel spring with additional friction element. It is assumed that the soil stiffness is frequency-independent. The nonlinear analysis is performed in the time domain using a finite element method. The considered earthquake is 1995 Kobe earthquake recorded at 22 stations. The reduction of the displacements and the pounding forces between the two adjacent buildings are investigated. The result reveals that by connecting the adjacent buildings with viscous and friction dampers pounding responses between the pedestrian bridges and the buildings can be controlled.
Starting Page	1
Ending Page	5
File Size	1450926
Page Count	5
File Format	PDF
ISBN	9781467344975
ISSN	21544824
e-ISBN	9781889334479
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2012-06-24
Publisher Place	Mexico
Access Restriction	Subscribed
Rights Holder	TSI Press
Subject Keyword	Manganese Displacement measurement Educational institutions Materials Integrated circuits Force Shock absorbers friction device pounding soil-structure interaction nearsource earthquake
Content Type	Text
Resource Type	Article

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