机译:低层建筑蹲薄钢筋混凝土墙的地震性能
Pontificia Univ Catolica Chile Dept Struct & Geotech Engn Vicuna Mackenna 4860 Santiago 7820436 Chile|CONICYT FONDAP 15110017 Res Ctr Integrated Disaster Risk Management CIGID Santiago Chile;
Pontificia Univ Catolica Chile Dept Struct & Geotech Engn Vicuna Mackenna 4860 Santiago 7820436 Chile|CONICYT FONDAP 15110017 Res Ctr Integrated Disaster Risk Management CIGID Santiago Chile;
Univ La Sabana Fac Engn Chia Colombia;
Pontificia Univ Catolica Chile Dept Struct & Geotech Engn Vicuna Mackenna 4860 Santiago 7820436 Chile;
Univ UTE Fac Architecture & Urbanism Quito Ecuador;
Pontificia Univ Catolica Chile Dept Construct Engn & Management Santiago Chile|CONICYT FONDAP 15110020 Ctr Sustainable Urban Dev CEDEUS Santiago Chile;
Walls; reinforced concrete; welded wire reinforcement; single layer reinforcement; experimental analysis; incremental dynamic analysis;
机译:嵌入式冷弯薄壁钢桁架钢筋混凝土蹲墙的抗震性能
机译:高性能纤维混凝土薄壁抗震性能的试验研究
机译:法兰对开口不规则或规则开口的钢筋混凝土蹲墙的抗震性能的影响
机译:矩形横截面钢筋混凝土枝条剪力墙抗震性能的垂直缝效应
机译:创新型钢筋配置的钢筋混凝土连接梁和矩形蹲墙抗震性能的试验研究。
机译:钢纤维钢纤维高强度混凝土梁柱接头的地震性能
机译:现有低层钢筋混凝土钢杆阻尼器改装的抗震性能
机译:钢筋混凝土低矮剪力墙和建筑结构的非弹性地震响应