机译:仅与框架梁连接的复合钢板剪力墙分析
Structural Engineering, Key Laboratory of Concrete and Pre-Stressed Concrete Structure of Ministry of Education, Southeast University, Nanjing, PR China Harbin Institute of Technology, Harbin, PR China;
Structural Engineering, School of Civil Engineering, Harbin Institute of Technology, Harbin, PR China;
Center of Science and Technology of Construction, Ministry of Housing and Urban-Rural Development, Beijing, PR China;
Structural Engineering, School of Civil Engineering, Harbin Institute of Technology, Harbin, PR China;
composite structures; seismic engineering; structures design;
机译:使用仅与梁连接的复合柱和填充板测试钢板剪力墙
机译:LYS和HYS钢板剪切墙壁抗震行为的实验和数值研究仅限于框架梁
机译:仅连接到框架梁的钢板剪力墙的性能
机译:钢框架复合钢板剪力墙结构动态时间历史分析
机译:基于性能的抗震钢结构塑料设计:同心支撑框架,高弯矩框架,板剪力墙框架。
机译:梯形波纹钢板对钢框架的剪切滞后和耗能的实验研究
机译:钢框架复合钢板剪力墙结构动态时间历史分析
机译:钢板剪力墙边界框架构件的抗震性能及设计