The elastic buckling of frame columns considering the effect of the shear deformations

被引：0
|
作者：
Tong, Gen-Shu [1 ]
Weng, Yun [1 ]
机构：
[1] Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China
来源：
Gongcheng Lixue/Engineering Mechanics | 2008年 / 25卷 / 12期
关键词：
Critical load - Effective length coefficient - Lateral stiffness - Non-sway - Sway;
D O I：
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摘要：
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页码：171 / 178
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