Ground motion spatial variability effects on seismic response control of cable-stayed bridges

Author:

Abdel Raheem Shehata E.,Hayashikawa Toshiro,Dorka Uwe

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Abdel Raheem SE and Dorka UE (2006), “Feasibility Study on Semi-active Control of the Cable-stayed Bridge Benchmark with Friction Device System,” 4th World Conference on Structural Control and Monitoring, 4WCSCM, 11–13 July 2006, San Diego, California, Paper No. 32.

2. Abdel Raheem SE, Dorka UE and Hayashikawa T (2007), “Friction Based Semi-active Control of Cable-stayed Bridges,” JSCE Journal of Structural Engineering, 53A: 428–438.

3. Abdel Raheem SE and Hayashikawa T (2003), “Parametric Study on Steel Tower Seismic Response of Cable-stayed Bridges Under Great Earthquake Ground Motion,” JSCE Structural Engineering/Earthquake Engineering, 20(1): 25–41.

4. Abdel Raheem SE and Hayashikawa T (2007), “Seismic Protection of Cable-stayed Bridges Under Multiple-Support Excitations,” 4th International Earthquake geotechnical Engineering, Thessaloniki, Greece, 25–28 June 2007, Paper No. 1361.

5. Abdel Raheem SE, Hayashikawa T and Dorka U (2008), “Spatial Variation Effects on Seismic Response Control of Cable-stayed Bridges,” 14th World Conference on Earthquake Engineering, Beijing, China, 12–17 October 2008, Paper No. 05-02-0015.

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