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机译:预制马蹄部隧道1克振动台试验:实验设计,动态特性,变形模式和损伤模式
Beijing Univ Technol Coll Architecture & Civil Engn 100 Ping Yan Beijing 100124 Peoples R China;
Beijing Univ Technol Coll Architecture & Civil Engn 100 Ping Yan Beijing 100124 Peoples R China|Tsinghua Univ Dept Civil Engn Beijing 100084 Peoples R China;
Beijing Univ Technol Coll Architecture & Civil Engn 100 Ping Yan Beijing 100124 Peoples R China;
Beijing Univ Technol Coll Architecture & Civil Engn 100 Ping Yan Beijing 100124 Peoples R China;
China Earthquake Adm Inst Geophys Beijing 100081 Peoples R China;
Precast horseshoe segmental tunnel; 1-g shaking table test; Dynamic properties of soil-structure system; Seismic deformation and damage pattern;
机译:液化诱导侧向流动的滑坡大桩群实验模拟:1-G振动台试验
机译:液化诱导侧向流动的滑坡大桩群实验模拟:1-G振动台试验
机译:1-g振动台试验中多余的孔隙压力耗散对液化引起的地面变形的影响
机译:三铰链预制拱涵洞通过摇架测试的损伤形态和临界状态的实验研究
机译:预制构件构建的无粘结预应力空心混凝土柱的振动台试验和分析研究
机译:动态平面振动台测试的5个全平面单叶和腔URM壁经受平面外双向弯曲的数据集
机译:倾斜地面大桩基对液化引起的横向流动的实验建模:1-G振动台试验
机译:大面板预制混凝土建筑系统组合的振动台试验