1.
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
2.
Experimental research on top and seat angle with double web angle semi-rigid connections
顶底角钢带腹板双角钢半刚性连接的试验研究(英文)
3.
Numerical Simulation and Analysis of Semi-rigid Connections with Dual-Web and Top Angle by Using ANSYS
双腹板、顶底角钢半刚性节点的ANSYS数值模拟分析
4.
Elastoplastic Analysis of Top and Seat Angels with Double Web Angels Connections;
双腹板顶底角钢连接节点的弹塑性分析
5.
Simulation Research on Top and Seat Angle with Double Web-Angles Connection;
双腹板顶底角钢连接的数值模拟分析
6.
Experimental study of top-seat angle with two web connection in steel frame
钢框架顶底角钢带腹板双角钢连接的试验研究
7.
The Performance Research on the Beam-column Connections of Cold Bending Light-gauge Steel C Section with Angle at Bottom and Top of the Web;
顶底角钢、腹板双角钢连接的冷弯薄壁C型钢梁柱节点性能研究
8.
Analysis of Fatigue Behavior of a Certain Semi-rigid Joint with Top-and-seat Angle;
双腹板—顶底角钢的半刚性节点低周疲劳性能研究
9.
PRIMARY TEST AND STRESS-STRAIN ANALYSIS OF SEMI-RIGID JOINTS OF TOP AND SEAT ANGLE WITH DOUBLE WEB ANGLE
双腹板、顶底角钢半刚性节点试验与应力应变分析
10.
The numerical simulation analysis and experimental study of semi-rigid connections with dual-web and top angle
双腹板、顶底角钢半刚性节点的数值模拟分析和试验研究
11.
Finite element analysis for top-seat and web angles beam-column connections;
带双腹板、顶底角钢梁柱连接有限元分析
12.
Finite Element Analysis for Top-Seat and Web Angles Beam-Column Connections;
带双腹板的顶底角钢连接在地震作用下的受力性能研究
13.
Experiment Research on Connections of Cold-formed Thin-walled Steel Frame with Double Webs Top and Seat Steel Angle;
带双腹板、顶底角钢连接的冷弯薄壁型钢梁柱节点试验研究
14.
The Study of Hysteresis Behavior of Semi-rigid Double Web Angle Steel Connections
双腹板角钢半刚性节点滞回性能的研究
15.
Calculation of initial stiffness and ultimate bearing capacity of top-and-seat angle connections
顶底角钢连接的初始刚度和极限承载力计算
16.
The Aseismatic Performance Research on Steel Beam-Column Double-Angle Connections;
钢框架梁柱节点腹板双角钢连接的抗震性能研究
17.
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
18.
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