Beijing Institute of Architectural Design,Guangzhou Branch,Guangzhou,P.R.China;
College of Civil Engineering of Guangzhou University,Guangzhou,P.R.China;
University of Southern California,CA90089 USA;
School of Civil Engineering and Transportation,South China University of Technology,Guangzhou,P.R.China;
State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou,P.R.China;
College of Civil Engineering of Guangzhou University,Guangzhou,P.R.China;
College of Civil Engineering of Guangzhou University,Guangzhou,P.R.China;
Transfer structure; Energy dissipation haunch brace; incremental dynamic analysis; Seismic performances evaluation;
机译:耗能机理的钢膝支撑框架结构抗震性能的试验评价。
机译:用钢HA震动系统加固防火后钢筋混凝土梁柱接头的地震性能
机译:一种新型钢筋混凝土能量耗散结构的地震性能
机译:钢筋混凝土转移结构的地震性能评价摇头发
机译:钢筋混凝土和钢结构地震耗能系统的设计。
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:不同等级加固钢对非线性静态分析混凝土增强框架结构抗震性能影响的评价
机译:钢筋混凝土框架结构抗震改造评价:第2部分。改造结构模型的试验性能及分析研究