1.
Research on the Nonlinear Property of the Semi-Rigid End-Plate Connection at Elevated Temperature
高温下半刚性端板连接节点非线性性能的研究
2.
Static and Seismic Behavior of Semirigid End-plate Connections in Steel Frames;
钢框架半刚性端板连接的静力和抗震性能研究
3.
Push-over Analysis of Multistory Steel Frame with Semirigid End-plate Conections
半刚性端板连接多层钢框架的Push-over分析
4.
Practical application of calculation method on moment-rotation curves in beam-to-column semi-rigid end-plate connections
梁柱半刚性端板连接弯矩—转角全曲线计算方法的实际应用
5.
The Research on the Behavior of End-plate Connect Semi-rigid Composite Joints of Steel Frame;
钢框架端板连接半刚性组合节点性能研究
6.
The Research on Load-Bearing Performance of Protal Frame and Its End-Plate Connection Based on Semi-Rigidity;
基于半刚性的门式刚架及其端板连接节点受力性能研究
7.
The Research on Effect of Semi-rigid of End-plate Connection on Performance of Portal Frame;
端板连接的半刚性对门式刚架结构性能影响的研究
8.
Research of the End Plate Conjunction Capability with Moment of Rectangular Steel Tubing Concrete Column-H Beam;
矩形钢管混凝土柱-H型钢梁端板半刚性连接受弯性能研究
9.
Research on the Mechanical Behaviors of Steel Frames with High-strength Bolts and Extended Endplate Considering Semi-rigid Connections;
半刚性高强螺栓外伸端板连接钢框架的受力性能研究
10.
Experimental and Theoretical Study on Semi-rigid Beam-to-column Composite Joints with Flush End-plate Connection;
平端板连接半刚性梁柱组合节点的试验与理论研究
11.
Study on Moment-Rotation Relationship of End-Plates Connection Semi-Rigid Beam-to-Column Joints of Steel Frames;
端板连接半刚性钢框架梁柱节点弯矩转角关系研究
12.
Moment-Rotation Models of Semi-Rigid Composite Beam-To-Column Joints with Flush End Plate Connection
平端板连接半刚性梁柱组合节点的弯矩-转角模型
13.
Study on the Behavior of Bolted Endplate Connection in Steel Gable Frames;
门式刚架钢结构端板连接节点承载性能的研究
14.
Research on Behavior of Endplate Joints with the Effect of Endplate-rib in Gabled Frames;
门式刚架端板连接节点在加劲肋作用下的性能研究
15.
Experimental research on top and seat angle with double web angle semi-rigid connections
顶底角钢带腹板双角钢半刚性连接的试验研究(英文)
16.
Simulation Research on Top and Seat Angle with Double Web Angles Semi-rigid Connection;
双腹板顶底角钢半刚性连接节点的数值模拟分析
17.
CALCULATION MODEL OF INITIAL ROTATIONAL STIFFNESS OF STEEL BEAM-TO-COLUMN BOLTED END-PLATE CONNECTIONS
梁柱端板连接节点初始转动刚度计算模型
18.
Behaviour of Semi-Rigid Beam-to-Column Minor Axis Connections in Steel Frames;
钢框架梁柱弱轴半刚性连接性能研究