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机译:低跨深比的PRC耦合梁的实验与数值研究
Xian Univ Technol, Sch Civil Engn & Architecture, Xian 710048, Shaanxi, Peoples R China|Xian Univ Technol, State Key Lab Base Ecohydraul Engn Arid Area, Xian 710048, Shaanxi, Peoples R China;
Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Shaanxi, Peoples R China;
Xian Univ Technol, Sch Civil Engn & Architecture, Xian 710048, Shaanxi, Peoples R China|Xian Univ Technol, State Key Lab Base Ecohydraul Engn Arid Area, Xian 710048, Shaanxi, Peoples R China;
Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Shaanxi, Peoples R China;
Xian Univ Technol, Sch Civil Engn & Architecture, Xian 710048, Shaanxi, Peoples R China|Xian Univ Technol, State Key Lab Base Ecohydraul Engn Arid Area, Xian 710048, Shaanxi, Peoples R China;
Plate-reinforced composite coupling beam; Coupling beams with slab; Low span-to-depth ratio; Seismic behavior; Shear deformation; Nonlinear finite element analysis;
机译:低跨度与深度比的PRC耦合梁的实验性和数值研究
机译:低跨度与深度比的PRC耦合光束的剪切强度预测
机译:不同跨度比的钢板增强高强混凝土耦合梁的循环性能
机译:具有小跨度与深度比和布置高强度钢的RC耦合光束的剪切容量
机译:创新型钢筋配置的钢筋混凝土连接梁和矩形蹲墙抗震性能的试验研究。
机译:玻璃纤维增强聚合物的剪切响应(GFRP)内置空心和轻质混凝土填充梁:实验和数值研究
机译:三点荷载下低跨深比GFRp箱梁的受力性能