A nonlineardynamic soil foundation interaction model using fiber element method and its application to nonlinear earthquake response analysis of cable stayed bridge
書誌事項
- タイトル
- A nonlineardynamic soil foundation interaction model using fiber element method and its application to nonlinear earthquake response analysis of cable stayed bridge
- 著者
- Harada, T., Nonaka, T., Wang, H., Magoshi, K., Iwamura, M.
収録刊行物
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- Proc.of the 14^<th> World Conference on Earthquake Engineering (アブストラクト),CD-ROM
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Proc.of the 14^<th> World Conference on Earthquake Engineering (アブストラクト),CD-ROM 2008