| 高耸结构设计规范风荷载研究进展及修订建议 |
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| 引用本文： | 张相庭.高耸结构设计规范风荷载研究进展及修订建议[J].特种结构,1998,15(3):39-42. |
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| 作者姓名： | 张相庭 |
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| 作者单位： | 同济大学!上海，200092 |
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| 摘 要： | 风荷载是高耸结构的主要设计荷载，由于我国建设的迅速发展，原来的部分条文已不能适应当前实际工程的需要。基于研究的不断进展、荷载规范的修订变化和国外相关规范的接轨适应，高耸结构设计规范风荷载条文的修订已迫在眉睫。本文对主要部分：基本风压、地貌、风压高度变化系数和横风向共振响应作了详细的研究和分析。
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| 关 键 词： | 高耸结构 风荷载 规范 |
Research Development and Amendment of Wind Load of Highrise Structure Design Code |
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| Abstract: | Wind load is the main design load of high-rise structure. Due to highspeed development of construction in our country,a part of exusting specificatcoms can notmeet the actual engineering demand.Based on the development of research work, and inline with relevant foreign specifications,amen dment of wind load specification of highrise structure shoned be conducted. Basic wind pressure, topography,coefficient of height variation of wind pressure and effect of resonace by lateral wind direction are deeplystudied and analyzed in this paper. |
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| Keywords: | High-rise structure Wind load Specification |
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