机译:土壤渗透影响桩支撑码头的地震脆性分析
Qingdao Univ Technol Sch Civil Engn Qingdao Shandong Peoples R China;
Zhejiang Univ Coll Civil Engn & Architecture Hangzhou Zhejiang Peoples R China;
Curtin Univ Sch Civil & Mech Engn Ctr Infrastruct Monitoring & Protect Kent St Bentley WA 6102 Australia;
Univ Alberta Dept Civil & Environm Engn Edmonton AB Canada;
Univ Calif San Diego Dept Struct Engn San Diego CA 92103 USA;
Qingdao Univ Technol Sch Civil Engn Qingdao Shandong Peoples R China|Harbin Inst Technol Sch Civil Engn Harbin Heilongjiang Peoples R China;
Univ Calif San Diego Dept Struct Engn San Diego CA 92103 USA;
Earth Mech Inc Fountain Valley CA USA;
Pile-supported wharf; Component fragility; System fragility; Soil permeability; Pushover analysis;
机译:土体渗透性影响下桩承码头的地震脆性分析
机译:具有更新限制状态的腐蚀桩支撑码头的时间依赖地震脆性分析
机译:利用脆性曲线评估桩支撑码头的地震易损性
机译:基于概率地震危险性评估和土-结构相互作用分析的核建筑抗震性分析
机译:桩基支撑码头的地震岩土建模,性能和分析。
机译:PNAS Plus:断层和相关的岩溶塌陷表明影响流体流动的导管会影响水力压裂引起的地震活动
机译:土壤结构型模型对斜坡岩堤防桩桩桩支护码头结构地震分析的影响