机译:服务孔长度对外部预制梁柱连接结构抗震性能影响的试验研究
Southeast Univ, Natl Prestress Engn Res Ctr, Key Lab C&PC Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Natl Prestress Engn Res Ctr, Key Lab C&PC Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China;
Univ Hong Kong, Dept Civil Engn, Pokfulam, Hong Kong, Peoples R China;
Southeast Univ, Natl Prestress Engn Res Ctr, Key Lab C&PC Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Natl Prestress Engn Res Ctr, Key Lab C&PC Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China;
beam-column connection; cyclic load; precast concrete; seismic behavior; test; U-shape;
机译:为预制建筑开发的两个由普通强度混凝土制成的外部梁柱连接的抗震性能
机译:循环加载下预制光束柱连接抗震性能的实验研究
机译:具有不同连接细节的预制混合SFC / RC光束柱连接的实验地震研究
机译:准静态侧向循环荷载作用下非抗震RC梁柱外部节点的试验研究
机译:一座预制混凝土构件和ABC连接的两跨桥梁系统的试验和分析地震研究
机译:低延性等级的连续矩形螺旋横向钢筋混凝土RC梁柱连接的抗震性能
机译:准静态循环载荷下非地震预制RC光束柱外部关节的实验研究
机译:B型预制混凝土梁柱连接系统失效的试验评价。