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机译:大规模摇动台试验中液体和非液化土中桩基结构系统的地震性能
Beijing Univ Technol Minist Educ Key Lab Urban Secur & Disaster Engn Beijing 100124 Peoples R China;
Beijing Univ Technol Minist Educ Key Lab Urban Secur & Disaster Engn Beijing 100124 Peoples R China;
Beijing Univ Technol Minist Educ Key Lab Urban Secur & Disaster Engn Beijing 100124 Peoples R China;
Univ Western Ontario Western Univ Geotech Res Ctr Fac Engn London ON N6A 5B9 Canada;
Kanazawa Univ Kanazawa Ishikawa 9201192 Japan;
China Earthquake Adm Inst Geophys Beijing 100081 Peoples R China;
Liquefiable; Non-liquefiable; Shaking table experiments; Piles; Dynamic response; Contrastive analysis; Different failure modes;
机译:旋转桩基地震性能的摇摆表试验研究
机译:桩壳支撑桥梁在地壳易液化土壤中的抗震性能:振动台试验的启示
机译:抗滑桩桥梁桩基边坡抗震性能的大型振动台模型试验:案例研究
机译:液化场地中土-桩-桥梁-结构相互作用的振动台试验案例研究
机译:软土中土-桩-上部结构非线性相互作用的振动台尺度模型试验。
机译:水平地震力下桩液化沙土基础的垂直承载力
机译:高层建筑桩基基础摇头柱旋转台试验的回应
机译:对桩的振动台测试