Blackmore P A,Tsokri E. Wind loads on curved roofs [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2006, 94: 833―844.
[2]
李元齐,Tamura Yukio,沈祖炎. 柱面壳体表面风压分布特性风洞试验研究[J]. (同济大学学报(自然科学版)), 2006, 34(11): 1457―1463.Li Yuanqi,Tamura Yukio,Shen Zuyan. Wind tunnel tests for wind pressure distribution characteristics on cylindrical shells [J]. Journal of Tongji University (Natural Science), 2006, 34(11): 1457―1463. (in Chinese)
[3]
Paluch M J,Loredo-Souza A M. Wind loads on attached canopies and their effect on the pressure distribution over arch-roof industrial building [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91: 975―994.
[4]
GB 50009-2001,建筑结构荷载规范[S]50009-2001, 建筑结构荷载规范[S].北京:中国建筑工业出版社, 2006.GB 50009-2001,Load code for the design of building structures [S]50009-2001, Load code for the design of building structures [S].Beijing:China Architecture Industry Press, 2006. (in Chinese)
[5]
Letchford C W,Mans C M,Chay M T. Thunderstorms- their importance in wind engineering (a case for the next generation wind tunnel) [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90(12/13/14/15): 1415―1433.
[6]
孙五一,周晅毅,顾明. 基于本征模态补偿的大跨屋盖脉动风等效静力风荷载[J]. (工程力学), 2011, 28(4): 96―101.Sun Wuyi,Zhou Xuanyi,Gu Ming. Equivalent static wind loads of fluctuating wind on large-span roofs based on eigen-mode compensation [J]. Engineering Mechanics, 2011, 28(4): 96―101. (in Chinese)
[7]
李玉学,杨庆山,田玉基. 基于应变能等效的大跨屋盖结构背景响应等效静力风荷载[J]. (工程力学), 2011, 28(5): 166―171.Li Yuxue,Yang Qingshan,Tian Yuji. Equivalent static wind load of large-span roofs based on energy equation [J]. Engineering Mechanics, 2011, 28(5): 166―171. (in Chinese)
[8]
Chay M T,Letchford C W. Pressure distributions on a cube in a simulated thunderstorm downburst, Part A: Stationary downburst observations [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90(7): 711―732.
[9]
Letchford C W,Chay M T. Pressure distributions on a cube in a simulated thunderstorm downburst, Part B: Moving downburst observations [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90(7): 733―753.
[10]
Sengupta A,Haan F L,Sarkar P P,Balaramudu V. Transient loads on buildings in microburst and tornado winds [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96(10/11): 2173―2187.
[11]
崔碧琪,陈勇,徐挺,楼文娟,孙炳楠. 雷暴冲击风对鞍形屋盖作用的数值模拟[C]// 工业空气动力学进展. 长沙: 中南大学出版社, 2009: 166―172Cui Biqi,Chen Yong,Xu Ting,Lou Wenjuan,Sun Bingnan. The numerical simulations of wind-field characteristics about thunderstorm downbursts on saddle-shaped roof [C]// Advances in Industrial Aerodynamics.Changsha:Central South University Press, 2009, 166―172. (in Chinese)
[12]
Zhou X,Wang F,Liu C. Wind pressure on a solar updraft tower in a simulated stationary thunderstorm downburst [J]. Wind and Structures, 2012, 15(4): 331―343.
[13]
陈勇,崔碧琪,余世策,楼文娟,孙炳楠. 雷暴冲击风作用下球壳型屋面模型风压特性试验研究[J]. (建筑结构学报), 2011, 32(8): 26―33.Chen Yong,Cui Biqi,Yu Shice,Lou Wenjuan,Sun Bingnan. Experimental investigation of spherical roof subjected to thunderstorm downbursts [J]. Journal of Building Structures, 2011, 32(8): 26―33. (in Chinese)
[14]
赵杨,曹曙阳,Tamura Y,段忠东,Ozono S. 雷暴冲击风模拟及其荷载的风洞试验研究[J]. (振动与冲击), 2009, 28(4): 1―3.Zhao Yang,Cao Shuyang,Tamura Y,Duan Zhongdong,Ozono S. Simulation of downburst and its loads with wind tunnel test [J]. Journal of Vibration and Shock, 2009, 28(4): 1―3. (in Chinese)
[15]
Butler K,Cao S,Kareem A,Tamura Y,Ozono S. Surface pressure and wind load characteristics on prisms immersed in a simulated transient gust front flow field [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98: 299―316.
[16]
徐挺,陈勇,彭志伟,楼文娟,孙炳楠. 雷暴冲击风风洞设计及流场测试[J]. (实验力学), 2009, 24(6): 1―8.Xu Ting,Chen Yong,Peng Zhiwei,Lou Wenjuan,Sun Bingnan. Design of wind tunnel for thunderstorm downburst and steady wind field test [J]. Journal of Experimental Mechanics, 2009, 24(6): 1―8. (in Chinese)