| 门式刚架设计中关于风荷载体型系数的研究 |
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| 引用本文： | 姜兰潮,汪一骏.门式刚架设计中关于风荷载体型系数的研究[J].钢结构,2004,19(5):12-14,34. |
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| 作者姓名： | 姜兰潮 汪一骏 |
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| 作者单位： | 北京交通大学,北京,100044;北京交通大学,北京,100044 |
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| 摘 要： | 以跨高比L0 /h为参数 ,采用《门式刚架轻型房屋钢结构技术规程》(CECS 10 2 :2 0 0 2 )和《建筑结构荷载规范》(GB 5 0 0 0 9- 2 0 0 1)的风荷载体型系数 ,以大量的工程实例进行对比分析 ,得出门式刚架控制设计的几点重要结论。
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| 关 键 词： | 门式刚架 风荷载体型系数 跨高比 |
| 修稿时间： | 2004年6月10日 |
RESEARCH ON WIND LOAD'S PROFILE COEFFICIENTS FOR DESIGN OF PORTAL FRAMES |
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| Jiang Lanchao,Wang Yijun.RESEARCH ON WIND LOAD'S PROFILE COEFFICIENTS FOR DESIGN OF PORTAL FRAMES[J].Steel Construction,2004,19(5):12-14,34. |
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| Authors: | Jiang Lanchao Wang Yijun |
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| Affiliation: | Beijing Jiaotong University Beijing 100044 |
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| Abstract: | Taking span-height ratio as the parameter and using the wind load′s profile coefficients in "Technical Specification for Steel Structures of Light-Weight Buildings with Portal Frames" (CECS 102:2002) and "Load Code of Building Structure" (GB 50009-2001), a comparative analysis is conducted according to a large amount of engineering examples, throuth which some important conclusions are obtained. |
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| Keywords: | portal frames wind load′s profile coefficient span-height ratio |
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