| 焊接H形截面门式钢刚果联合厂房温度区段长度限值探讨 |
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| 引用本文： | 阮连法,许常学.焊接H形截面门式钢刚果联合厂房温度区段长度限值探讨[J].建筑结构学报,1999,20(3):0. |
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| 作者姓名： | 阮连法 许常学 |
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| 作者单位： | 浙江大学!杭州，310027，杭州市工业设计院 |
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| 摘 要： | 本文通过对厂房的温度效应的分析，提出了焊接H形截面门式钢刚架联合厂房温度区段长度决定的主要原则及联合厂房温度区段长度限值通过反算来确定的方法。工程实践证明，结构安全度可靠，且能满足使用要求。
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| 关 键 词： | 联合厂房 温度区段长度 柱顶侧移。 |
| 收稿时间： | 1999-06-05 |
| 修稿时间： | 1999-06-05 |
Limit length Analysis of the Temperature Divisions of JointFactory Building with Welded H-Section Steel Portal Frames |
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| Ruan lianfa,Xu Changxue.Limit length Analysis of the Temperature Divisions of JointFactory Building with Welded H-Section Steel Portal Frames[J].Journal of Building Structures,1999,20(3):0. |
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| Authors: | Ruan lianfa Xu Changxue |
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| Affiliation: | Ruan lianfa; Xu Changxue(Zhejiang University) (Hangzhou industrial Design institute) |
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| Abstract: | Based on the analysis of temperature effects of factory buildings, this paper presents the mainPrinciples of determining the length of temperature divisions of joint factory buildings with weldedH-section steel portal frames and the approach of deciding the limit length of joint factory buildingbough back computation. It is proved by engineering practice that the safety and reliability of thestructure designed by this method are enough to meet the reqUirements for usage. |
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| Keywords: | joint factory building length of temperature division side sway at the top of column |
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