Seismic Material Properties of Reinforced Concrete and Steel Casing Composite Concrete in Elevated Pile-Group Foundation

1. California Department of Transportation (CALTRANS): ‘Seismic Design Criteria, Version 1.2’, Sacramento, California:, published December 2001.Search in Google Scholar

2. Fan Li-chu and Zhuo Wei-dong: ‘Ductility anti-earthquake design of bridge’, People Traffic Press Beijing, China, 2001.Search in Google Scholar

3. Guo Zi-xiong,LuXi-lin: ‘Study on frame column restoring force with high axial compression ratio model test’, China Civil Engineering Journal,2004,37:32-38Search in Google Scholar

4. Macrae, G.A. and Kawashima, K.: ‘Post-Earthquake Residual Displacement of Bilinear Oscillators’, Earthquake Engineering & Structural Dynamics, 1997, 26, 701-716.10.1002/(SICI)1096-9845(199707)26:7<701::AID-EQE671>3.0.CO;2-ISearch in Google Scholar

5. Priestley M.J.N. : ‘Brief Comments on Elastic Flexibility of Reinforced Concrete Frames and Significance to Seismic Design’, Bulletin of the New Zealand National Society for Earthquake Engineering, 1998,31:246-25910.5459/bnzsee.31.4.246-259Search in Google Scholar

6. R. Giannini, F. Paolacci and E. Sibilio: ‘Experimental study on the cyclic response of an existing RC bridge pier’, Proceedings of the 14th world conference on earthquake engineering, China, September 2008, Beijing.Search in Google Scholar

7. Takeda T, Sozen M A, Nielson N N.: ‘Reinforced concrete response to simulated earthquakes’, Journal of Structural Division,1970, 96 (STI2) :2557-257210.1061/JSDEAG.0002765Search in Google Scholar

8. Yuan Wan-cheng and Jun Yang: ‘Lateral load pattern study of pushover analysis for elevated pile foundation system of bridges’, Journal of Tongji University, 2008, 36, 1468-1472.Search in Google Scholar

9. Zhou Mi: ‘Experimental and Theoretical Studies on Seismic Performance of Elevated Pile Cap Bridge’, PhD thesis, Tongji University, Shanghai, China, 2008, 82-102.Search in Google Scholar

10. Zhou Mi and Yuan Wan-cheng: ‘Parameter sensitivity analysis of equivalent anchorage length for elevated pile caps’, Journal of Chang’an University, 2010, 30, 47-52. Search in Google Scholar