| 关于中澳飓风区风荷载设计异同的比较 |
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| 引用本文： | 杜宁,李立昌,王永刚. 关于中澳飓风区风荷载设计异同的比较[J]. 钢结构, 2010, 25(4): 47-50 |
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| 作者姓名： | 杜宁 李立昌 王永刚 |
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| 作者单位： | 美盛沃利(北京)工程设计有限公司,北京,100015 |
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| 摘 要： | 从实际工程出发,应用澳洲风荷载规范,对处在飓风区矿山项目中开敞式工业厂房的风荷载进行分析和计算。同时,比较GB50009-2001《建筑结构荷载规范》和澳洲风荷载规范计算风荷载的异同。结果显示,采用澳洲风荷载规范计算得到的风荷载远大于GB50009-2001的计算结果。
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| 关 键 词： | 开敞式工业厂房 飓风区 风荷载分析和计算 |
DIFFERENCES BETWEEN CHINESE AND AUSTRALIAN CODE ON WIND LOAD ANALYSIS AND CALCULATION |
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| Du Ning,Li Lichang,Wang Yonggang. DIFFERENCES BETWEEN CHINESE AND AUSTRALIAN CODE ON WIND LOAD ANALYSIS AND CALCULATION[J]. Steel Construction, 2010, 25(4): 47-50 |
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| Authors: | Du Ning Li Lichang Wang Yonggang |
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| Affiliation: | Maison Worley Parsons Co.Ltd;Beijing 100015;China |
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| Abstract: | According to actual projects,it is introduced the wind load analysis and calculation for open-frame industrial factory building in Australian cyclonic area on the basis of AS 1170.0.In the meanwhile,a comparison of the wind pressure based on AS 1170.0 and GB 50009-2001 Code for Load of Building Structures is carried out,which indicates that the wind pressure via AS 1170.0 is far more than the wind pressure by GB 50009-2001. |
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| Keywords: | open-frame industrial factory building cyclonic area wind load analysis and calculation |
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