期刊文献+

浅议高层建筑抗风的技术问题及对策

Technical Problems and Countermeasures on Wind-Resistant Design of High-Rise Building
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摘要 高层建筑横风向、扭转向风荷载及群体建筑干扰效应可能引起较大的风致响应。本文综合分析了高层建筑受风荷载的特点,对不同的抗风要求提出了针对性的抗风措施。研究和工程实例表明,通过改变建筑外形或结构动力特性可有效改善高层建筑受风环境,从而降低建筑风致响应。 Across wind load,torsional wind load and interference effect from next buildings may induce great responses on high-rise buildings. The paper introduced characters of wind loads on high-rise buildings, and countermeasures are recommended according to control responses. Research and result of project case showed that modification of building shape and dynamic property were effective methods to improve wind environment and decease wind induced responses of high-rise buildings.
出处 《工程质量》 2015年第4期44-48,共5页 Construction Quality
基金 十二五科技支撑计划2014BAL05B03
关键词 风剖面 横风向 扭转风荷载 建筑群干扰 wind profile across wind direction torsional wind load interference effects
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参考文献5

  • 1中国建筑科学研究院.GB50009-2012建筑结构荷载规范[S].北京:建筑工业出版社,2012.
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二级参考文献6

  • 1顾明,叶丰,张建国.典型超高层建筑风荷载幅值特性研究[J].建筑结构学报,2006,27(1):24-29. 被引量:20
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