机译:摇晃桌试验和数值分析岩溶侧面桩在干砂土基础中的地震响应
State Key Laboratory of Hydraulic Engineering Simulation and Safety Tianjin University Tianjin 300072 China School of Civil Engineering Tianjin University Tianjin 300072 China School of Civil Engineering Shandong Jianzhu University Jinan 250101 China;
State Key Laboratory of Hydraulic Engineering Simulation and Safety Tianjin University Tianjin 300072 China School of Civil Engineering Tianjin University Tianjin 300072 China;
State Key Laboratory of Hydraulic Engineering Simulation and Safety Tianjin University Tianjin 300072 China School of Civil Engineering Tianjin University Tianjin 300072 China;
dry sandy soil foundation; pile-soil interaction; karst cave; shaking table test;
机译:纵向非均匀激励下桩土 - 斜拉桥模型抗震响应的波浪通道效应:摇头桌测试和数值模拟
机译:基于振动台试验的冻土桩基支撑建筑物地震反应特性
机译:振动台试验对高层建筑群桩基础中液化土壤的响应
机译:钢桩基础摩擦型地震隔离装置及其数值模拟
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