机译:基于试验和数值研究的带套筒连接预制剪力墙的抗震性能
Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Heilongjiang, Peoples R China|Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Heilongjiang, Peoples R China;
Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Heilongjiang, Peoples R China|Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Heilongjiang, Peoples R China;
Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Heilongjiang, Peoples R China|Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Heilongjiang, Peoples R China;
Univ Trento Italy, Dept Civil Environm & Mech Engn, I-38123 Trento, Italy;
Yunnan Inst Bldg Res, Kunming 650223, Yunnan, Peoples R China;
Jiangsu Power Design Inst Co Ltd, China Energy Engn Grp, Nanjing 211102, Jiangsu, Peoples R China;
Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Heilongjiang, Peoples R China|Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Heilongjiang, Peoples R China;
Precast reinforced concrete shear wall; Grout-filled sleeves connection; Force-displacement mixed control; Quasi-static test; Axial-flexure-shear boundary condition;
机译:带注浆套管的T形部分预制钢筋混凝土剪力墙抗震性能试验研究
机译:灌浆套管T形部分预制钢筋混凝土剪力墙抗震性能的实验研究
机译:使用灌浆套筒连接进行预制短腿剪力墙的地震性能
机译:预制混凝土剪力墙新型水平壁与壁连接抗震性能的数值分析
机译:地震区域混合预制混凝土剪力墙的设计,分析和实验评估。
机译:循环荷载作用下带套管灌浆连接的预制混凝土短柱水平节点的抗剪性能
机译:具有垂直增强件的预制剪力墙的地震行为重叠在约束套管中灌浆
机译:预制桥墩拼接套管连接的抗震改造。