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降低超高层建筑横风向响应的气动措施研究进展
引用本文:顾明,张正维,全涌.降低超高层建筑横风向响应的气动措施研究进展[J].同济大学学报(自然科学版),2013,41(3):317-323.
作者姓名:顾明  张正维  全涌
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;南通大学建筑工程学院,江苏南通226019
基金项目:国家自然科学基金(90715040,50878159)
摘    要:随着科学技术的进步,现代超高层建筑向高柔方向发展,其横风向荷载和响应问题越来越显著,成为结构设计中必须重点关注的问题.降低超高层建筑横风向荷载和响应的措施主要有空气动力学措施(简称气动措施)、结构措施以及外设阻尼器措施三种,其中气动措施的机制是通过设计合适的建筑外型(或适当的局部修正)使其满足抗风要求.对超高层建筑抗风气动措施的研究成果进行了总结,这些措施主要有:选择气动性能好的基本截面形状,横截面角部处理、横截面沿高度变化、立面开洞等.同时,还指出目前研究和工程应用中需要注意的问题,以及对今后研究提出建议.

关 键 词:超高层建筑  降低横风向响应  气动措施
收稿时间:2012/2/24 0:00:00
修稿时间:2012/12/18 0:00:00

Aerodynamic Measures for Mitigation of Across-wind Responses of Super Tall Buildings:State of the Art
Gu Ming,Zhang Zhengwei and Quan Yong.Aerodynamic Measures for Mitigation of Across-wind Responses of Super Tall Buildings:State of the Art[J].Journal of Tongji University(Natural Science),2013,41(3):317-323.
Authors:Gu Ming  Zhang Zhengwei and Quan Yong
Institution:Sate Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;Sate Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; School of Architecture Engineering, Nantong University, Nantong 226019, China;Sate Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:With the development of science and technology, modern super tall building is becoming more slender and flexible, which will lead to more serious across wind loads and responses of them. Measures for mitigation of across wind loads and responses of super tall buildings are mainly aerodynamic measures, structural measures and additional dampers. Appropriate designing of architectural configuration or appropriate local modifications of cross section of buildings can mitigate the across wind loads and responses, which is the mechanism of aerodynamic measures. This paper presents an overview of the past and the recent work on aerodynamic measures for mitigation of across wind responses of super tall buildings, including the selection of the basic cross section configuration with good aerodynamic features, the modification of the corner details, the variation of cross section shape along building height and the openings on building walls, and so on. Furthermore, issues of concern in the research and application are pointed out, and suggestions for future research are also given.
Keywords:super tall building  mitigation of across wind response  aerodynamic wind resistant measure
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