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

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

By: Mi Zhou,  Wancheng Yuan and  Yue Zhang  
Open Access
|Oct 2015

References

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  4. 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-I
  5. 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.31.4.246-259
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  8. 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.
  9. 9. Zhou Mi: ‘Experimental and Theoretical Studies on Seismic Performance of Elevated Pile Cap Bridge’, PhD thesis, Tongji University, Shanghai, China, 2008, 82-102.
  10. 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.
DOI: https://doi.org/10.1515/pomr-2015-0046 | Journal eISSN: 2083-7429 | Journal ISSN: 1233-2585
Language: English
Page range: 141 - 148
Published on: Oct 15, 2015
Published by: Gdansk University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2015 Mi Zhou, Wancheng Yuan, Yue Zhang, published by Gdansk University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.