1.
Local buckling of Q460 single equal-angle steel strut
Q460等边单角钢压杆的局部屈曲
2.
Resistance to Overturning Critical Force Research of Cold-formed Thin-walled C Steel Compression Member;
冷弯薄壁C型钢压杆整体稳定临界力的研究
3.
Study on the Ultimate Load Carrying Capacity of Box-section Steel Columns Stiffened by Inner Longitudinal Ribs
内置纵肋箱形截面钢压杆稳定极限承载力研究
4.
Experiment on Bearing Capacity of Single Angle Struts with One-sided Bolt Connection
单面螺栓连接单角钢压杆的承载力试验
5.
Experimentation study and simulation analysis on high strength single-angle compression members attached by one leg
单边连接高强单角钢压杆试验研究和仿真分析
6.
Design of Reinforced Concrete Deep Beam Based on Strut-and-tie Model;
钢筋混凝土深梁基于压杆—拉杆模型的设计
7.
Design Criterion in Dynamic Fracture Control of Steel Constructions and Design for Hopkinson Pressure Bar;
钢结构防动载断裂设计准则及Hopkinson压杆的设计
8.
Wind-Resistant and Stability of Compressive Chord Study on Long Span Rond Streel Truss;
大跨度钢管桁架抗风试验研究及压杆稳定分析
9.
The Research on the Effective Length of Compression Web Members in Cold-formed Thin-walled Steel Truss;
冷弯薄壁型钢桁架受压腹杆计算长度的研究
10.
Stability of Compressive Chord and Behavior of Eccentric Joint in Steel Tubular Truss;
钢管桁架压杆稳定性分析及节点偏心性能研究
11.
Effective Lengths of Compressed Members in Multi-planar Tubular Truss with Simple Joints;
空间相贯节点钢管桁架中受压杆件的计算长度
12.
Research on Mechanical Properties of the Q460 High-strength Angle Struts Eccentricity at Both Ends
Q460高强角钢两端偏心压杆力学性能研究
13.
Nonlinear Analysis for Eccentric Compression Members at Both Ends of Equal Single-angle Steel of Transmission Tower
输电铁塔等边单角钢两端偏心压杆非线性分析
14.
Ultimate Bearing Capacity Analysis of High-Strength Single-Angle Compression Member Eccentrically at One End
高强单角钢一端偏心压杆极限承载力试验研究
15.
CALCULATION INVESTIGATION OF LOCAL BUCKLING STABILITY FOR AXIALLY COMPRESSED SINGLE EQUAL LEG ANGLE MEMBERS
等边单角钢轴心压杆局部稳定计算问题的讨论
16.
Application of Strut-and-tie Model in Design of Reinforced Concrete Deep Beams
拉-压杆模型在钢筋混凝土深梁设计中的应用
17.
THE EFFECTIVE LENGTH OF COMPRESSIVE CHORD MEMBERS IN CONCRETE-FILLED RECTANGULAR STEEL TUBULAR TRUSS
矩形钢管混凝土桁架受压弦杆的计算长度
18.
PREDICTION OF SHEAR STRENGTH OF STEEL TRUSS REINFORCED CONCRETE DEEP BEAMS BASED ON SOFTENED STRUT-AND-TIE MODEL
基于软化拉-压杆模型内置钢构架型钢混凝土深梁受剪承载力预测