中间设缝S形平面高层建筑的风荷载研究
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任涛1, 沈国辉2, 李晓良1, 杨学林1(1 浙江省建筑设计研究院,杭州 310006; 2 浙江大学土木工程学系,杭州 310058)[摘要]采用风洞试验方法获得了呈平面S形布置的高层建筑的整体体型系数,探讨由于伸缩缝的设置使得在设计中变成两栋独立建筑后,两幢塔楼的整体体型系数,并分析了其分布规律,供设计参考。研究发现,整体体型系数沿高度递减;S型高层建筑风荷载作用在短轴方向时,其整体体型系数较大,须引起设计的重视;考虑伸缩缝后,每个塔楼在两栋塔楼邻接面的风压为0,即相当于只受三个面的风荷载。[关键词]风洞试验;体型系数;S形平面高层建筑;风压合力中图分类号:TU 312. 1文献标识码:B文章编号:1002-848X(2012)08-0062-03Research of wind loads on S-type high-rise building with temperature joint in the middle partRen Tao1, Shen Guohui2, Li Xiaoliang1, Yang Xuelin1(1 Zhejiang Province Institute of Architectural Design and Research, Hangzhou 310006, China; 2 Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China)Abstract: The total body shape coefficients of an S-type high-rise building are obtained using wind tunnel test. The setting of temperature joint in the middle part of the building results in two independent buildings. The total body type coefficients and distribution of body type coefficients of the two buildings are investigated, which could be a useful reference for the wind-resistant design of buildings with similar shape. Results from this study show that the total body type coefficients of the building decrease as the height on the building increase. The total body type coefficients on the short axis of the S-type high-rise building are significant, which should be paid much more attention in the design. When considering the effect of the temperature joint, the wind pressures on the neighboring face of the two independent buildings are zero, indicating that only three faces of the independent buildings are under wind action.Keywords: wind tunnel test; body shape coefficient; S-type high-rise building; resultant wind force作者简介:任涛,高级工程师,一级注册结构工程师,Email: icerent@163.com。参考文献[1]李波, 杨庆山, 田玉基, 等. 锥形超高层建筑脉动风荷载特征[J]. 建筑结构学报, 2010(10):8-16.[2]沈国辉, 孙炳楠, 楼文娟, 等. 对称双塔楼建筑的风荷载分布特征[J]. 建筑结构学报, 2003(1):64-68.[3]邢宇帆, 倪振华, 谢壮宁. 高层建筑动态风干扰的瞬态风压积分法研究[J]. 应用力学学报, 2006(1):36-40.[4]AIJ Recommendations for loads on buildings[S]. Japan: Architectural Institute of Japan, 2004.[5]GB 50009—2001 建筑结构荷载规范[S]. 2006年版.北京: 中国建筑工业出版社, 2006.[6]沈国辉, 孙炳楠, 楼文娟. 复杂体型高层建筑单体和双塔时的风荷载[J]. 浙江大学学报:工学版, 2005(8):1229-1233.[7]全涌, 严志威, 温川阳, 等. 开洞矩形截面超高层建筑局部风压风洞试验研究[J]. 建筑结构, 2011,41(4): 113-116.[8]金虎, 楼文娟, 沈国辉. X型超高层建筑的三维风荷载及风致响应[J]. 华中科技大学学报:自然科学版, 2008,36(6):110-114.