| 斐济多功能体育馆结构设计--关于援外工程中地震作用及风荷载取值问题 |
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| 引用本文： | 葛家琪,张涛. 斐济多功能体育馆结构设计--关于援外工程中地震作用及风荷载取值问题[J]. 建筑科学, 2002, 18(5): 11-13 |
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| 作者姓名： | 葛家琪 张涛 |
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| 作者单位： | 1. 中国航空工业规划设计研究院,北京,100011
2. 清华大学建筑设计研究院,北京,100084 |
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| 摘 要： | 斐济多功能体育馆工程的结构抗震及抗风设计是遵照中国结构设计规范进行，而地震作用，风荷载取值是根据当地情况，分别参照新西兰，澳大利亚有关规范进行计算。本文通过对不同规范的计算方法进行对比分析，从而确定了该工程合理的地震作用和基本风压的取值。
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| 关 键 词： | 斐济 体育馆 结构设计 地震作用 风荷载 取值 |
| 文章编号： | 1002-8528(2002)05-0011-03 |
Structural Design of a Multi- Functional Gymnasium in Feiji--Earthquake Action and Wind Load Value Problems |
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| GE Jia qi ,ZHANG Tao. Structural Design of a Multi- Functional Gymnasium in Feiji--Earthquake Action and Wind Load Value Problems[J]. Building Science, 2002, 18(5): 11-13 |
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| Authors: | GE Jia qi ZHANG Tao |
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| Affiliation: | GE Jia qi 1,ZHANG Tao 2 |
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| Abstract: | The earthquake resistance design and wind resistance design of this project complied with the Chinese standards for structural design. But, according to the local conditions, the earthquake action and the value of wind load partly complied with the standards for structural design from New Zealand and Australia. In this paper calculating methods in different standards have been compared to confirm the reasonable value of earthquake action and wind reference pressure in this project. |
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| Keywords: | earthquake action wind reference pressure load value |
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