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：

暂无

中图分类号：

学科分类号：

摘要：

引用

页码：171 / 178

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