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不同风场下开、闭鞍型屋盖脉动风压特性分析
引用本文:顾明,李方慧,潘钧俊,张爱社.不同风场下开、闭鞍型屋盖脉动风压特性分析[J].同济大学学报(自然科学版),2010,38(7):969-975.
作者姓名:顾明  李方慧  潘钧俊  张爱社
作者单位:1. 同济大学,土木工程防灾国家重点实验室,上海,200092
2. 同济大学,土木工程防灾国家重点实验室,上海,200092;黑龙江大学,建筑工程学院,黑龙江,哈尔滨,150080
3. 同济大学,土木工程防灾国家重点实验室,上海,200092;上海现代建筑设计(集团)有限公司,上海,200041
基金项目:国家创新研究群体科学基金,上海市科委科技支撑计划资助项目,国家自然科学基金,国家自然科学青年基金 
摘    要:在B类和D类风场条件下,对底部开敞和封闭的鞍型索网屋盖刚性模型进行了风洞测压试验.根据同步测量的风压数据,分析了不同风场条件下这两类鞍型索网屋盖上的脉动风压的分布规律及相互关系;通过对开敞和封闭的鞍型屋盖表面脉动风压功率谱及风压时程的对比分析,考察底部开敞对鞍型屋盖脉动风压分布特性的影响规律.风场对脉动风压系数分布有较大影响;脉动风压的分布类似于平均风压场的分布规律;底部封闭鞍型索网屋盖的脉动风压能量主要集中在折减频率小于0.3范围内,而底部开敞鞍型屋盖脉动风压的高频段能量高于底部封闭情况.

关 键 词:鞍型屋盖  风洞试验  脉动风压  功率谱
收稿时间:4/11/2009 6:42:26 PM
修稿时间:5/17/2010 1:53:58 PM

Fluctuating Wind Pressure Characteristics on Saddle Roof with and Without Enclosed Wall Under Different Terrain Conditions
GU Ming,LI Fanghui,PAN Junjun and ZHANG Aishe.Fluctuating Wind Pressure Characteristics on Saddle Roof with and Without Enclosed Wall Under Different Terrain Conditions[J].Journal of Tongji University(Natural Science),2010,38(7):969-975.
Authors:GU Ming  LI Fanghui  PAN Junjun and ZHANG Aishe
Institution:State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;School of Architectural Engineering,Heilongjiang University,Harbin 150086,China;State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;Shanghai Xian Dai Architectural Design(Group) Co.,Ltd.,Shanghai 200041,China;State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China
Abstract:The wind tunnel tests on rigid models of saddle-shape cable roofs with and without enclosed wall were carried out in exposure categories B and D. The distribution characteristics of the fluctuating wind pressures in the two wind fields and their relationships were investigated based on the wind pressure data obtained from the tests. Besides,the influences of the enclosed walls on fluctuating wind pressure distribution characteristics were also discussed in detail by comparing the power spectra and time series of wind pressures on the saddle roof model with and without the enclosed walls. The results indicate that the wind field category has significant effects on the fluctuating wind coefficients;the fluctuating wind distribution characteristics are similar to mean wind pressure distribution;the fluctuating wind pressure energy of saddle-shape cable roof with enclosed wall mainly distributes in the reduced frequency range lower than 0.3 Hz,but fluctuating wind pressure energy in high frequency range of saddle-shape cable roof without enclosed wall is higher than that of saddle-shape with enclosed wall.
Keywords:saddle roof  wind tunnel test  fluctuating wind pressure  power spectra
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