Seismic Response Analysis of Multiple-Frame Bridges with Unseating Restrainers considering Ground Motion Spatial Variation and SSI
Author:
Affiliation:
1. Centre of Infrastructure Monitoring and Protection, Department of Civil Engineering, Curtin University, Bentley, Australia
Abstract
Publisher
SAGE Publications
Subject
Building and Construction,Civil and Structural Engineering
Link
http://journals.sagepub.com/doi/pdf/10.1260/1369-4332.18.6.873
Reference41 articles.
1. Modelling and simulation of spatially varying earthquake ground motions at sites with varying conditions
2. Influence of ground motion spatial variation, site condition and SSI on the required separation distances of bridge structures to avoid seismic pounding
3. Effect of simultaneous spatial near-source ground excitation and soil on the pounding response of bridge girders
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