1.
The influence of end-plate thickness on beam-column extended end-plate of nodes hysteretic curves
端板厚度对梁柱外伸端板节点滞回性能的影响
2.
Experimental investigation of the behavior of extended end-plate connections under fire
外伸端板中节点火灾行为的试验研究
3.
Analysis of the Performance of Semi-Rigid Nodes at the Extensional End-Plate of Steel Frames;
钢框架外伸端板半刚性节点性能的分析
4.
Extended End-plate Bolted Connections Performance Study of Steel Frame Structure;
钢结构梁柱外伸式端板螺栓连接节点性能研究
5.
Experimental Research on the Extended-End-Plate Connections and T-Connections of Beam-to-Column;
梁柱外伸端板、T型连接节点的试验研究
6.
Fininte Element Analysis of the Endplate Connection Joint s Bearing Capacity;
外伸端板连接节点受力性能有限元分析
7.
Study on Behavior of Extended End-plate Connection Joint with Reduce-beam Section in Beam-to-column Weak-axis Direction
翼缘削弱型外伸式端板连接节点在梁柱弱轴方向的受力性能研究
8.
Nonlinear Behaviour Analysis of Extended End-plate Connection in Fire;
外伸端板连接火灾下非线性响应分析
9.
Research on Some Issues of Extended End-Plate Beam-to-Column Bolted Connections;
梁柱外伸端板螺栓连接中若干问题研究
10.
Effect of stiffener of extended endplate connection on failure mode in fire
加劲肋对外伸端板连接火灾下破坏模式的影响
11.
Mechanical Property Research of Steel Beam End-Plate Connections with Fill Plate;
附加填板钢梁端板连接节点力学性能研究
12.
Influence of Inserted Plate on Behavior of Flush End-plate Beam-to-column Joints
垫板对平齐式端板连接梁柱节点性能的影响
13.
Tension Performance of Dahurian Larch Lumber Joints Connected by Truss Plates
兴安落叶松规格材齿板连接节点的拉伸性能
14.
Static Tensile Test on Diaphragm-Through Joints of Concrete-Filled Square Steel Tubular Column
方钢管混凝土柱隔板贯通节点静力拉伸试验
15.
Effect of End-plate to End- plate CFT- H Connection and Calculate Method of Bolt Tension
端板厚度对钢管混凝土端板梁柱节点的影响及螺栓力计算方法
16.
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
17.
Design and finite element study on the prying force of high strength bolt in extended end-plate connections
高强螺栓外伸端板撬力作用的有限元分析与设计方法
18.
Three structures have exhibited cracking at the ends of flange gusset plates.
已有三个结构在翼缘节点板端部出现了裂纹。