2010, 2(1): 78-81.
中欧风荷载规范的对比研究
中国建筑科学研究院软件所，北京 100013 |
The Comparison of the Wind Action between Eurocode and Chinese Code
Institution of Building Engineering Software, China Academy of Building Research, Beijing 100013, China |
引用本文:
薛颖亮, 李云贵. 中欧风荷载规范的对比研究[J]. 土木建筑工程信息技术,
2010, 2(1): 78-81.
Citation:
Xue Yingliang, Li Yungui. The Comparison of the Wind Action between Eurocode and Chinese Code[J]. Journal of Information Technologyin Civil Engineering and Architecture,
2010, 2(1): 78-81.
摘要:本文简要介绍了欧洲规范1中关于风作用的计算方法，对计算中需要用到的参数分别进行了说明。对中欧风荷载规范的基本风速、粗糙度类别划分、动力响应参数等进行了对比分析，并对算例的数值结果进行了初步比较和评述。
Abstract: The basic content of wind action calculation for "Eurocode: Actions on structures-General actions-Par1-4:Wind actions" is summarzed.It is compared that the relevant provisions between Eurocode and Chinese code"load code for the design of building structure"about the basic wind velocity, terrain roughness and dynamic response factor.And results of a example computed on the two codes are also compared and discussed.
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Wind-ResisitantDesignofStructures, http://cordis.europa.eu/tmr/src/res980342.htm, 2009. |
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prEN1991-1-4, Eurocode1: Actionsonstructures-Generalac-tions-Part1-4: Windactions[S]. |
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GB50009-2001, 建筑结构荷载规范[S]. 北京: 中国建筑工业出版社 |
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洪小健, 顾明.顺风向等效风荷载及响应—主要国家建筑风荷载规范比较[J].建筑结构, 2004, 34 (7), 39-43. |
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