1.
Study on the Curvature Distribution of the Partial Shear Connection Steel-concrete Composite Beams;
部分剪力连接钢—混凝土组合梁曲率的理论分析
2.
Research on the slip behavior of the simply supported composite beams of steel and concrete with partial shear connection;
部分剪力连接钢—混凝土简支组合梁滑移性能研究
3.
Behavior of Channel Shear Connectors, Part II:Analytical Study
槽钢剪力连接件的性能研究第二部分:分析研究
4.
Behavior of Channel Shear Connectors, Part I:Experimental Study
槽钢剪力连接件的性能研究第一部分:试验研究
5.
Simplified model of steel-concrete composite shear wall with two-side connections
两边连接钢板混凝土组合剪力墙简化分析模型
6.
Research on Local Compressive Performance and Application to Shearing Connectors of Lightweight Aggregate Concrete
轻骨料混凝土局部承压性能及在剪力连接件设计应用中的研究
7.
SHERA RESISTANCE BEHAVIOR OF TWO-SIDE CONNECTED STEEL-PLATE SHEAR WALL(SPSW)
两边连接钢板剪力墙抗剪静力性能研究
8.
Construction and Performance Analysis of the Composite Steel Frame-precast Reinforced Concrete Infill Wall
钢框架内填预制钢筋混凝土剪力墙结构连接构造及性能分析
9.
Reason for Low Tight Axle Strength of 10.9S Sets of Torshear Type High Strength Bolt for Steel Structures
钢结构用10.9S扭剪型高强螺栓连接副紧固轴力偏低原因分析
10.
Experimental and Analytical Study on Channel Shear Connectors in Fiber-Reinforced Concrete
纤维钢筋混凝土结构中槽钢剪力连接件的试验和分析研究
11.
Research and Model Test of Shear Connector in the Steel-Concrete Composite Structure;
钢混组合结构中剪力连接件试验研究
12.
Research on Performance of Shear Connectors on the PC Box-girder Bridge with Corrugated Steel Webs
波形钢腹板PC箱梁桥剪力连接件研究
13.
The machanism is simple and robust because the strain gauge is directly attached to the torque detector.
结构简明、固，扭力仪直接与扭力测试部分相连。
14.
Seismic Behaviour of Steel Plate Shear Walls and Composite Shear Walls with Two-Side Connections
两边连接钢板剪力墙及组合剪力墙抗震性能研究
15.
Shear Behaviour Experiment Investigate of Stressed Skin Diaphragms Connected by the Self-Tapping Screws;
自攻螺丝连接受力蒙皮组合体的抗剪性能研究
16.
Research and Model Test of Shear Connector in Prestressed Concrete Box Girder with Corrugated Steel Webs
PC波形钢腹板箱梁剪力连接件的试验与研究
17.
The Study of Shear Conecting Behavior in Anchorage Zone of Pylon of Jintang Bridge
金塘大桥索塔锚固区段剪力连接行为研究
18.
Seismic behavior of cast-in-place reinforced concrete hollow slab-shear wall joints
现浇空心楼板-剪力墙连接节点抗震性能研究