1.
The Influence of Cold-Formed Effect to Stress Capacity Performance of Cold-Formed Rectangular Hollow Section Beams;
冷弯效应对冷弯矩形钢管梁受力性能的影响
2.
Nonlinear Finite-Element Analysis of Cold-Formed Rectangular Tube-Steel Column and H-Shaped Beam Connections;
冷弯矩形钢管柱与H型钢梁连接节点非线性有限元分析
3.
THE SEISMIC BEHAVIOR OF COLD-FORMED RECTANGULAR TUBE-STEEL COLUMN AND H-SHAPED BEAM CONNECTIONS
冷弯矩形钢管柱与H型钢梁连接节点抗震性能分析
4.
Local Interactive Buckling Behavior of Cold-Formed Rectangular Tube;
冷弯薄壁矩形钢管板组相关屈曲性能研究
5.
Research on the Curves Versus Moment Hysteretic Behavior of Thin-walled Cold-formed Steel Beams
冷弯薄壁型钢梁的弯矩-曲率滞回性能试验研究
6.
The Performance of Cold-formed Square Steel Columns Ultimate Axial Compressive Stress under Different Ratio of Radius to Thickness
弯角半径不同对冷弯矩形钢管柱轴心受压极限强度的影响
7.
Research of the End Plate Conjunction Capability with Moment of Rectangular Steel Tubing Concrete Column-H Beam;
矩形钢管混凝土柱-H型钢梁端板半刚性连接受弯性能研究
8.
Processing of Cold Bending Rectangle Steel Pipe,Its Performance and Application in Construction;
冷弯矩形钢管的成型工艺、性能及在建筑中的应用
9.
Seismic Behaviour of Square CFT Beam-Columns Under Biaxial Bending Moment
双向弯矩作用下方钢管混凝土梁柱的抗震性能
10.
The Research of Bearing Capacity about Cold-formed Box Column to H-beam Connection Joints;
冷弯方管柱—H型钢梁节点连接承载力研究
11.
The Analysis of H-beam to Cold-Formed Box Column Connection;
冷弯方管柱与H型钢梁连接性能的分析
12.
Width-thickness ratio of steel plates in concrete-filled rectangular thin-walled steel tube columns subjected to axis force with initial bending
考虑初始弯曲矩形薄壁钢管砼柱管壁屈曲分析
13.
The Influence of Welding Process on the Quality of Welding Joints for the Rectangle Pipe
焊接工艺对冷弯方矩形管焊接接头质量的影响
14.
High strength concrete-filled RHS steel tubes subjected to eccentric loading
矩形钢管高强混凝土压弯构件的实验研究
15.
Study for Dynamical Behaviors of Concrete Filled Rectangular Steel Tubes;
矩形钢管混凝土压弯构件滞回性能研究
16.
The Mechanical Behavior Study on Concrete-filled Rectangular Tubular Bending Members
矩形钢管混凝土受弯构件的力学性能研究
17.
Study on Calculation Methods for Flexural Stiffness of Rectangular Steel Tube Concrete
矩形钢管混凝土抗弯刚度计算方法研究
18.
Effects of Reinforcing Bar Amount on Bending-resistance Bearing Capacity of Single-side Reinforced Rectangular Beam
纵向钢筋配筋量对单筋矩形截面梁截面抗弯承载力的影响