机译:通过在侧壁和板坯之间改变连接类型的地下框架结构的地震性能改进
Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing Peoples R China;
Beijing Univ Technol Inst Geotech & Underground Engn Beijing Peoples R China;
Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing Peoples R China;
Beijing Univ Technol Inst Geotech & Underground Engn Beijing Peoples R China;
Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing Peoples R China;
Shock absorbing gap; Underground frame structures; Seismic performance; Soil-structure flexibility; Parametric analysis;
机译:自定心消能柱基础的框架地下结构的抗震性能
机译:铅橡胶框架地下框架的抗震性能及优化设计
机译:具有地下故事的三维框架结构的抗震性能
机译:RC框架结构与现场铸造板抗震性能的多因素影响分析
机译:利用SimpsonStrong-Tie®Strong-Frame®力矩连接的钢制特殊力矩框架建筑物的预测抗震性能
机译:建筑结构地震响应控制的多个超薄型阻尼器系统的抗震性能和有效性评估
机译:不同类型的钢支撑的RC平板结构的地震性能