Overall buckling behavior of Q460 high strength steel welded box section columns under axial compression

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[1] Ban, Huiyong
[2] Shi, Gang
[3] Shi, Yongjiu
[4] Wang, Yuanqing
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Shi, G. (shigang@tsinghua.edu.cn) | 1600年 / Science Press卷 / 34期
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Finite element method;
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