| 钢梁截面设计方法的几点建议 |
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| 引用本文： | 高立昂,杨应华.钢梁截面设计方法的几点建议[J].钢结构,2014(8):27-31. |
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| 作者姓名： | 高立昂 杨应华 |
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| 作者单位： | 西安建筑科技大学土木工程学院,西安710055 |
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| 摘 要： | 针对不同类型截面,提出基于强度控制的钢梁截面设计的相关方法,重点介绍双轴对称焊接工形截面利用腹板屈曲后强度进行设计的经验公式法。为对其进行理论补充,提出最佳弯剪通用高厚比λ_(bs)的概念。算例表明,通过该法初选得到的截面一次即可通过验算,且一般能够得到用钢量较少的优良截面。
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| 关 键 词： | 钢梁 强度控制 截面设计 腹板屈曲后强度 最佳通用高厚比 经验公式法 |
SEVERAL SUGGESTIONS ON THE DESIGN METHOD FOR THE CROSS SECTION OF STEEL BEAM |
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| Gao Li＇ang,Yang Yinghua.SEVERAL SUGGESTIONS ON THE DESIGN METHOD FOR THE CROSS SECTION OF STEEL BEAM[J].Steel Construction,2014(8):27-31. |
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| Authors: | Gao Li＇ang Yang Yinghua |
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| Affiliation: | (School of Civil Engineering, Xi＇an University of Architecture and Technology, Xi＇an 710055, China) |
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| Abstract: | It is put forward that the design method based on force control for different types of steel-beam section and mainly introduced that an empirical formulation method considering the post buckling strength of web for the cross section design of biaxial symmetry I-beam. To supplement this method theoretically, this article also presents a conception of the most cost-efficient general ratio of attitude and thickness. Examples show that through this method, an economical section can be got only in one attempt. |
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| Keywords: | steel beam strength control design of cross section post-buckling strength of web the most general ratio of attitude and thickness empirical formulation method |
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