Full-Model Shaking Table Tests of Seismic Behavior of a Super-Long-Span Cable-Stayed Bridge with Pile Foundations
Author:
Affiliation:
1. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.
2. Associate Professor, Dept. of Civil Engineering, Ningbo Univ., Ningbo 315211, China (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001478
Reference34 articles.
1. 3‐D Nonlinear Seismic Behavior of Cable‐Stayed Bridges
2. Seismic energy dissipation for cable-stayed bridges using passive devices
3. Seismic response of a cable-stayed bridge: active and passive control systems (Benchmark Problem)
4. Seismic Soil-Pile-Structure Interaction Experiments and Analyses
5. Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge. Part II: seismic response
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