1.
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
2.
Finite Element Analysis of Beam-to-Column End-Plate Connections in Steel Structure;

钢结构梁柱端板连接节点的有限元分析
3.
Research on Behavior and Design Method of Beam-Column End-plate in Steel Frame;

钢框架梁柱端板连接节点受力及设计方法
4.
Research on Behavior of Extended End-plate Joints under Loads in Lightweight Steel Frame;

轻型钢框架端板连接节点受力性能研究
5.
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
6.
Study on Behaviour of Extended End-Plate Joints under Load in Steel Structures;

钢结构螺栓端板连接节点的受力性能研究
7.
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
8.
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
9.
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
10.
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
11.
Studies on Seismic Behavior of Through Column Bolted End Plate Beam-to-column Connections for Concrete-filled Square Steel Tube;
方钢管混凝土梁柱穿芯螺栓—端板连接节点抗震性能研究
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.
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
14.
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
15.
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
16.
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
17.
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
18.
Analysis of the influence of prying force on connection design of end-plate's thickness

撬力对螺栓连接节点端板厚度设计影响的分析