1.
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
2.
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
3.
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
4.
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
5.
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
6.
Experimental Study of Semi-rigid End-plate Composite Joints;
端板型半刚性钢—混凝土组合节点的试验研究
7.
FE analysis of semi-rigid composite joints with flush end-plate
平齐端板半刚性组合节点的有限元分析
8.
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
9.
Analysis of the Effect of Concrete Slab Thickness on the Mechanic Property of Semi-rigidity End Slab Composite Joint;
混凝土板厚度对端板型半刚性组合节点力学性能的影响分析
10.
Experimental Study on Seismic Behaviours of Flush End-Plate Composite Joints;
平齐式端板连接组合节点抗震性能的试验研究
11.
Research on Mechanical Behavior and Design Approach of Composite Joints with End-plate Connection
端板连接组合节点力学性能及设计方法研究
12.
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
13.
Performance of Partial-Depth End-Plates Beam-To-Column Composite Joints of Steel Frames under Hogging Moment;
部分端板连接梁柱组合节点负弯矩作用时的受力性能研究
14.
Calculating Method of Bending Resistance for the Partial Depth Endplates Composite Connection
部分端板连接梁柱组合节点抗弯承载力计算
15.
Analysis of Fatigue Behavior of a Certain Semi-rigid Joint;
一种半刚性连接节点的疲劳性能分析
16.
Mechanical Behavior and Types of Semi-rigid Connections
半刚性连接节点的类型及其受力性能
17.
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
18.
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