| 连续组合梁抗侧扭屈曲分析 |
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| 引用本文： | 钟小兵,田北平. 连续组合梁抗侧扭屈曲分析[J]. 四川理工学院学报(自然科学版), 2009, 22(2) |
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| 作者姓名： | 钟小兵 田北平 |
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| 作者单位： | 四川理工学院建筑工程学院,四川,自贡,643000;四川理工学院建筑工程学院,四川,自贡,643000 |
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| 摘 要： | 钢-混凝土组合梁是一种优秀的结构形式,连续组合梁是常见的组合结构,它的负弯矩区段可能产生侧向失稳,从而降低承载力。文章通过计算分析,发现可以用支座负弯矩调幅和减小梁间距的办法,满足侧向稳定的要求。
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| 关 键 词： | 连续组合梁 侧向屈曲 承载力 弯矩调幅 梁间距 |
Lateral Buckling Analysis of Consecutive Composite Beams |
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| ZHONG Xiao-bin,TIAN Bei-ping. Lateral Buckling Analysis of Consecutive Composite Beams[J]. Journal of Sichuan University of Science & Engineering(Natural Science Editton), 2009, 22(2) |
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| Authors: | ZHONG Xiao-bin TIAN Bei-ping |
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| Affiliation: | School of Architecture Engineering;Sichuan University of Science & Engineering;Zigong 643000;China |
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| Abstract: | Steel-concrete composite beam is a kind of excellent configuration,consecutive composite beams is acommon composite structure,its bearing capacity will be reduction when its negative bending regions genesis lateral buckling.This paper can satisfy the requirement with steady lateral buckling with the method that scales down the bending moment and abate the space between beams. |
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| Keywords: | consecutive composite beams lateral buckling bearing capacity bending moment scale-down space between beams |
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