1.
The Research on Mechanical Behavior of the Light Steel Portal Frame Bean-column Joints
轻钢门式刚架梁柱连接节点受力性能研究
2.
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
3.
The Analysis of Weak Beam Steel Moment Frames under Cyclic Load;
弱梁刚性连接钢框架的抗震性能研究
4.
Seismic behavior of steel moment connection with welded haunch
钢框架加腋刚性梁柱节点的性能研究
5.
Elastic-plastic analysis of steel frame with beam-column semi-rigid connections
梁柱半刚性连接的钢框架非线性分析
6.
Study on Anti-Seismic Performance Testing of New Type Beam-to-Column Connections in Steel Frames
框架刚性连接梁柱节点抗震性能研究
7.
The Analysis of Portal Frame Column by the Crane Beam s Partiality Influence Outside the Plane;
吊车梁平面外偏心对门式刚架柱的影响分析
8.
Studying Out-plane Effective Length of the Portal Frame s Beam;
门式刚架斜梁平面外计算长度取值的研究
9.
Flexural Stiffness and Bending Capacity of Frame Composite Slim Beam with Deep Deck;
框架深肋组合扁梁抗弯刚度和承载力研究
10.
The Analysis of Seismic-Resistant Behavior of New Type Beam-to-Column Web Rigid Connections in Steel Moment Frames;
新型钢框架梁柱腹板刚性连接抗震性能分析
11.
The Analysis of Behavior of Beam-to-Column Web Moment Connections in Steel Frame;
钢框架梁柱腹板刚性连接的节点性能分析
12.
Scaffolding Design and Construction of Skewed Rigid Continuous Girders for Passenger Special Line
客运专线斜交刚构连续梁支架设计与施工
13.
Study on reasonable line stiffness ratio of framework beam and column based on optimization theory
基于优化原理的框架梁柱合理线刚度比研究
14.
Discuss of Stiffness Value of Frame-structure in Calibration of Nonlinear Dynamical Analysis
框架非线性分析中梁柱刚度的取值探讨
15.
Research on sloped beam of steel portal frame about temperature distributing under local fire
局部火灾下门式钢刚架斜梁温度分布试验研究
16.
Influence of semi-rigid connection between upright and beam on the loading capability of rack
梁柱半刚性连接对货架承载能力影响的研究
17.
The Research on the Calculate Rigidity of Frame Beam and the Research on Amplitude Regulation Coefficient of Bending Moment Within Beam End;
框架梁计算刚度放大系数与梁端弯矩调幅系数的研究
18.
The Research on the Calculate Rigidity of Frame Beam and Amplitude Regulation Coefficient in Reason Value of Bending Moment within Beam End;
框架梁计算刚度与梁端弯矩调幅系数合理取值的研究