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机译:Q690高强度钢板抗震关节抗震性能的实验数值研究
Xian Univ Technol State Key Lab Base Ecohydraul Engn Arid Area 5 Jinhua Rd Xian 710048 Peoples R China|Xian Univ Technol Sch Civil Engn & Architecture 5 Jinhua Rd Xian 710048 Shaanxi Peoples R China;
Xian Univ Technol Sch Civil Engn & Architecture 5 Jinhua Rd Xian 710048 Shaanxi Peoples R China;
Wenzhou Univ Coll Civil Engn & Architecture Wenzhou 325035 Zhejiang Peoples R China;
Xian Univ Technol State Key Lab Base Ecohydraul Engn Arid Area 5 Jinhua Rd Xian 710048 Peoples R China|Xian Univ Technol Sch Civil Engn & Architecture 5 Jinhua Rd Xian 710048 Shaanxi Peoples R China;
Xian Univ Technol Sch Civil Engn & Architecture 5 Jinhua Rd Xian 710048 Shaanxi Peoples R China|Dalian Univ Technol State Key Lab Struct Anal Ind Equipment Dalian 116024 Peoples R China;
High-strength steel joints; Plate-type reinforcement; Ductility; Rotation ability; Energy dissipation mechanism;
机译:预应力高强度钢带加固的内部钢筋混凝土不足节点的抗震性能试验与数值研究
机译:采用预应力高强度钢带改造缺陷室内RC接头抗震性能的实验性和数值研究
机译:弦外圆周高强钢管外圆钢板K型节点极限性能的试验与数值研究
机译:钢纤维增强高强度混凝土框架外关节抗震性能的实验研究与有限元分析
机译:零间隙搭接配置的镀锌高强度双相钢激光焊接问题的实验和数值研究。
机译:钢纤维增强高强度混凝土抗弯性能的材料分析。实验与数值研究
机译:钢纤维高强混凝土框架外节点抗震性能试验研究及有限元分析
机译:地震易损梁柱节点钢筋混凝土建筑物的试验与分析研究。