机译:钢筋混凝土剪力墙模型结构展示强大的非线性行为的摇头表试验研究
Guangzhou Inst Bldg Sci CO Ltd 381 Wushan Rd Guangzhou 510641 Guangdong Peoples R China|South China Univ Technol 381 Wushan Rd Guangzhou 510641 Guangdong Peoples R China|Tongji Univ State Key Lab Disaster Reduct Civil Engn 1239 Siping Rd Shanghai 200092 Peoples R China|Tongji Univ Coll Civil Engn 1239 Siping Rd Shanghai 200092 Peoples R China;
Tongji Univ State Key Lab Disaster Reduct Civil Engn 1239 Siping Rd Shanghai 200092 Peoples R China|Tongji Univ Coll Civil Engn 1239 Siping Rd Shanghai 200092 Peoples R China;
Tongji Univ Coll Civil Engn 1239 Siping Rd Shanghai 200092 Peoples R China;
Tongji Univ State Key Lab Disaster Reduct Civil Engn 1239 Siping Rd Shanghai 200092 Peoples R China|Tongji Univ Coll Civil Engn 1239 Siping Rd Shanghai 200092 Peoples R China;
Concrete shear wall structures; Shake table test; Constitutive law of concrete; Nonlinear response; Damage;
机译:高频地震动下细长钢筋混凝土剪力墙振动台试验的数值模拟
机译:大型振动台试验与数值模拟研究钢框架混凝土心墙高层混合结构的抗震性能
机译:叠合钢筋混凝土剪力墙结构的振动台试验和数值模拟
机译:钢筋混凝土剪力墙结构振动台试验研究
机译:钢筋混凝土砌体剪力墙的平面内振动台测试。
机译:纤维增强泡沫U形墙的振动台试验
机译:2120)钢筋混凝土剪力墙结构的抗震性能的审查研究:8。半全尺度钢筋混凝土墙结构的剪切试验研究
机译:两层钢筋混凝土框架响应性能的振动台试验程序评价