1.
Discussion about design method of anchor bolts of open rigid column base connection subjected to combined axial force and biaxial bending moment
双向受弯外露式刚接柱脚锚栓设计方法讨论
2.
Rotational Stiffness of Plated Column Base and Effective Length of Columns
平板柱脚的转动刚度和柱的计算长度
3.
Influence Study on the Restrain of Pin-connected Plate Column Base to In-Plane Stability of Portal Frame;
平板式铰接柱脚约束对变截面门式刚架平面内稳定承载力影响研究
4.
The Caculation and Analyse about the Column Soleplate stress and the Anchor Bolt tension of the Portal Frame s Platform Rigid Column Heel;
门式刚架平板式刚性柱脚锚栓拉力和底板应力的计算分析
5.
Effective Length Factor of Columns in Two Web and Top-seat Angle Semi-rigid Connected Steel Frames;
四角钢半刚性连接刚架柱计算长度系数
6.
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
7.
Behavior of Rigid Beam-to-column Connection with T-stub;
T形件连接的梁柱刚性节点性能分析
8.
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
9.
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
10.
Welding residual stresses of cover-plate retrofitted steel moment connections
梁柱刚接节点盖板加固的焊接残余应力分析
11.
Study on the In-Plane Stability of Residual Stresses Portal Frame on Rotationally Restricted Simple Column Feet;
残余应力及柱脚转动约束对门式刚架平面内稳定承载力影响研究
12.
Study on the Stability in Plane of Portal Frame with Rotational Restriction of Simple Column Base;
简易柱脚转动约束对变截面门式刚架平面内稳定承载力影响研究
13.
The part of a ship at which the prow joins the keel.
前踵艏柱脚船的一部分，船首与船骨相接于此
14.
Analysis and Experimental Studies on Contact Mechanics of Mimicking Geckos Foot Setae Array;
仿壁虎脚掌刚毛阵列接触力学分析及试验研究
15.
Experiment on Rigid Beam-Column Connections of Steel Structures with Side-Plate Reinforced Beam Flanges;
钢结构侧板加强式刚性梁柱连接试验研究
16.
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
17.
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
18.
Analysis on effective length of column in semi-rigid jointed steel frames with lateral displacements;
有侧移半刚性连接钢框架柱计算长度的研究