1.
Study on elastic distortional buckling of lipped channel beam-columns
卷边槽钢压弯构件弹性畸变屈曲研究
2.
Analysis on Buckling Behavior of Cold-Formed Lipped Channel With Perforated Web
冷弯薄壁卷边槽钢开孔腹板屈曲性能分析
3.
Analysis of Distortional Buckling of Cold-formed Thin-walled Lipped Channel Column;
冷弯薄壁卷边槽钢受压畸变屈曲性能分析
4.
Cold-Formed Steel Unlipped Channels Subjected to Concentrated Bearing Load;
冷弯薄壁非卷边槽钢承受集中荷载时的承载力
5.
The Limit Bearing Capacity for Gap K-Joints of Steel Lipped Channels Trusses;
卷边槽钢桁架K型间隙节点的极限承载力
6.
Research on Stiffness of Lipped Channel Purlin Joint Connected in Self-Tapping Screw
卷边槽钢檩条的自攻螺钉连接节点刚度研究
7.
Study on Stability of Web with Circle Openings in Cold-Formed Thin-Wall Lipped Channel Beams
冷弯薄壁卷边槽钢梁开圆孔腹板稳定性能研究
8.
BEHAVIOUR OF HIGH STRENGTH COLD-FORMED STEEL COLUMNS UNDER ELEVATED TEMPERATURES
高强冷弯薄壁卷边槽钢柱在高温下的性能
9.
Stability behavior of channels with inclined simple edge stiffeners under axial compression
冷弯薄壁斜卷边槽钢轴压构件的稳定性分析
10.
Buckling of Composite Columns of Lipped-Channel and Hat Sections with Web Stiffener
带加劲肋的帽形卷边槽钢组合柱的屈曲
11.
An Experiment Study on Post-Buckling Behaviour of Cold-Formed Lipped Channel With Perforated Web
冷弯薄壁卷边槽钢开孔腹板屈曲后性能的试验研究
12.
Experimental Study and Finite-element Analysis on Cold-formed Lipped Channel Column with Diaphragms;
加隔板的冷弯薄壁卷边槽钢偏心受压性能试验研究与有限元分析
13.
Study on Distortional Buckling and Reinforcing Measures of Cold-formed Thin-walled Lipped Channel Beams;
冷弯薄壁卷边槽钢受弯畸变屈曲及加固措施研究
14.
Elastic Local and Distortional Buckling Behavior of Cold-Formed Thin-Wall Lipped Channel Beams;
冷弯薄壁卷边槽钢梁的弹性局部屈曲与畸变屈曲性能分析研究
15.
Local and Distortional Buckling Analysis of Cold-Formed Lipped-Channel with V-Stiffened Web under Axial Compression Force;
腹板V形加劲的冷弯卷边槽钢轴压下局部和畸变屈曲分析
16.
Finite Element Analysis of Distortional Buckling of Cold-formed Thin-walled Lipped Channel Beam-column;
冷弯薄壁卷边槽钢压弯构件畸变屈曲有限元模拟
17.
Study on Distortional Buckling and Strengthening Measures of Cold-formed Thin-Walled Lipped Channel Columns
冷弯薄壁卷边槽钢构件受压畸变屈曲性能及加固控制措施分析
18.
DIRECT STRENGTH-METHOD STUDY ON ULTIMATE LOAD-CARRYING CAPACITY OF ECCENTRICALLY LOADED LIPPED CHANNELS
卷边槽钢偏心受压构件极限承载力的直接强度计算方法研究