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机译:静荷载作用下格子形隔板墙和群桩水平性状的比较
Southwest Univ Sci & Technol, Sch Civil Engn & Architecture, Mianyang 621010, Peoples R China|Southwest Jiaotong Univ, MOE Key Lab High Speed Railway Engn, Chengdu 611756, Peoples R China;
Southwest Jiaotong Univ, MOE Key Lab High Speed Railway Engn, Chengdu 611756, Peoples R China|Southwest Jiaotong Univ, Dept Geol Engn, Chengdu 611756, Peoples R China;
Southwest Univ Sci & Technol, Sch Civil Engn & Architecture, Mianyang 621010, Peoples R China;
Southwest Jiaotong Univ, Dept Geol Engn, Chengdu 611756, Peoples R China;
Southwest Jiaotong Univ, Dept Geol Engn, Chengdu 611756, Peoples R China;
Southwest Univ Sci & Technol, Sch Civil Engn & Architecture, Mianyang 621010, Peoples R China;
机译:多层土中格子状隔板墙沉降评估的迭代荷载传递程序
机译:通过动态水平荷载试验估算钢管桩的静态水平荷载与水平位移
机译:3D BEM / FEM公式,用于承受竖向和水平荷载的桩筏和有顶桩组的静力分析
机译:循环水平荷载和竖向荷载作用下装有抗剪桩的PHC桩的性能
机译:静态循环载荷下MSE墙壁内横向装载桩的行为
机译:水平地震力下桩液化沙土基础的垂直承载力
机译:静态和地震荷载晶格形隔膜墙和桩基水平行为的比较
机译:水平边界元设计对钢板剪力墙抗震性能的影响