CAISSON

作品数：45被引量：70H指数：5
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相关领域：交通运输工程建筑科学更多>>
相关作者：欧阳效勇李进赵文光李松李福清更多>>
相关机构：华中科技大学中交第二公路工程局有限公司上海隧道工程股份有限公司同济大学更多>>
相关期刊：《China Ocean Engineering》《Journal of Coastal Life Medicine》《World Journal of Engineering and Technology》《Acta Mechanica Sinica》更多>>
相关基金：国家自然科学基金更多>>
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  • 期刊=Earthquake Engineering and Engineering Vibrationx
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Evaluation of the effects of EPS composite soil replacement on the dynamic performance of caisson structure using shaking table tests
《Earthquake Engineering and Engineering Vibration》2024年第4期829-843,共15页Gao Hongmei Ji Zhanpeng Zhang Xinlei Zhang Shushan Wang Zhihua Shen Guangming 
National Natural Science Foundation of China under Grant Nos. 52178336 and 52108324;Natural Science Research Project of Colleges and Universities in Jiangsu Province of China under Grant No. 18KJA560002;the Middle-Aged&Young Science Leaders of Qinglan Project of Universities in Jiangsu Province of China;Postgraduate Research&Practice Innovation Program in Jiangsu Province of China under Grant No. KYCX24_1585
The seismic performance of a caisson structure under two types of models with a saturated sandy foundation(CSS)and an expanded polystyrene(EPS)composite soil foundation(CES)are studied using shaking table tests.The ma...
关键词：EPS composite soil foundation Caisson-type quay wall shaking table test phase difference rotation angle 
Seismic response of bridge pier on rigid caisson foundation in soil stratum被引量：6
《Earthquake Engineering and Engineering Vibration》2008年第1期33-43,共11页C. Tsigginos N. Gerolymos D. Assimaki G. Gazetas 
U.S. Federal Highway Administration Under Grant No. DTFH61-98-C-00094;U.S. National Science Foundation Under Grant No. EEC-9701471
An analytical method to study the seismic response of a bridge pier supported on a rigid caisson foundation embedded in a deep soil stratum underlain by a homogeneous half space is developed. The method reproduces the...
关键词：CAISSON embedded foundations kinematic response inertial response Winkler model effective period effective damping 
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