位置：成果数据库 > 会议 > 会议详情页
Behavior of elevated-cap pile groups of bridge in liquefying ground during strong earthquakes using
  • 所属机构名称：哈尔滨工业大学
  • 会议名称：The 3rd International Geotechnical Engineering Symposium on Disaster Prevention and Reduction
  • 成果类型：会议
  • 相关项目：强地震下液化场地桩－土－桥梁结构地震相互作用动力P－Y曲线研究
作者： L. Tang|P. J. Xu|X. Z. Ling|
同会议论文项目
强地震下液化场地桩－土－桥梁结构地震相互作用动力P－Y曲线研究
期刊论文 47 会议论文 9
同项目会议论文
Dynamic numerical analysis of pile-soil-structure system considering the characteristics of structur
Demand Evaluation of Pile Shafts Embedded in Liquefiable Soils
Case studies for shaking table tests on seismic soil-pile group-bridge structure interaction in liqu
Shake table test on seismic response of non-free liquefiable site
SEISMIC ACCELERATION RESPONSE OF PILE GROUPS-COLUMN PIER OF BRIDGE IN LIQUEFIABLE GROUND USING SHAKI
Computational reliability of soil-foundation-structure interaction systems
Shaking table test and numerical simulation for seismic soil-pile-bridge structure interaction in li
Numerical Simulation of Pile Foundations in Liquefiable Soils with a Frozen Crust