Wind pressure characteristics on large double-plates billboard by wind tunnel testing
Dahai Wang1 , Hao Cheng1, Yuqing Zhang1, Kang Xu1
1.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070;
2. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055
With the rapid developing of large outdoor billboards in recent years, the double-plates billboard is destroyed by strong wind occasionally. Wind tunnel test is conducted to study the wind pressure characteristics of the kind of open-plate structure. The statistical characteristics of net pressure distribution on the plates in different wind directions is comprehensively analyzed. The distribution of pressure coefficients on the plates are given. Non-Gaussian features on local regions are studied, and the extreme pressure are calculated using Hermit moment method as well. Wind pressure regions and the corresponding design parameters are given.
This study may provide basic data and analysis for wind resistant design of the double-plates billboard.
汪大海1,程浩,张玉青2,徐康1. 大型双面广告牌面板风压特性的试验研究[J]. 振动与冲击, 2017, 36(22): 172-177.
Dahai Wang1,Hao Cheng1, Yuqing Zhang1, Kang Xu1. Wind pressure characteristics on large double-plates billboard by wind tunnel testing. JOURNAL OF VIBRATION AND SHOCK, 2017, 36(22): 172-177.
[1] Letchford C W, Holmes J D. Wind loads on free-standing walls in turbulent boundary layers[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1994, 51: 1-27.
[2] Letchford C W. Wind loads on rectangular signboards and hoardings[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2001, 89: 135-151.
[3] ASCE/SEI 7-10. Minimum design loads for buildings and other structures[S]. Reston: VA, 2010.
[4] AS/NZS 1170.0:2011. Structural Design Actions Part 2: Wind actions[S]. Sydney &Wellington: Standards Australia Limited & Standards New Zealand, 2011.
[5] 宋芳芳, 欧进萍. 城市巨型广告牌台风损伤成因与动力分析[C]. //第十四届全国结构风工程学术会议论文集. 2009: 829-834.
SONG Fang-fang, OU Jin-ping. Investigation of damage factors and vibration of huge billboards introduced by typhoon in city [C].//Collection of the14thNational Conference on Structural Wind Engineering [C].2009: 829-834.
[6] 金新阳,金海,扬伟,等. 户外独立柱广告牌风荷载的数值模拟研究[J]. 工业建筑, 2007, 1:383-386.
JIN Xin-yang, JIN Hai, YANG Wei, et al. Numerical investigation of wind load on single column supported billboard[J]. Industrial Construction, 2007, 1:383-386.
[7] 安水晶. 单立柱广告牌结构风灾易损性研究[D].深圳: 哈尔滨工业大学深圳研究生院, 2009.
AN Shui-jing. Wind disaster vulnerablity of single-column billboard structure [D]. Shenzhen: Shenzhen Graduate School of Harbin Institute of Technology, 2009.
[8] Smith DA, Zuo D, Mehta K C. Characteristics of wind induced net force and torque on a rectangular sign measured in the field[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2014, 133: 80-91.
[9] 顾明,陆文强,韩志惠,等. 大型户外独立柱广告牌风压分布特性[J]. 同济大学学报(自然科学版), 2015, 03:337-344.
GU Ming, LU Wen-qiang, HAN Zhihui, et al. Characteristics of wind pressure distribution on large single column supported billboards [J].Journal of Tongji University(Natural Science), 2015, 03:337-344.
[10] Kareem A, Zhao J, Tognarelli M A. Surge response statistics of tension leg platforms under wind and wave loads: a statistics quadrat ization approach [J]. Probabilistic Engineering Mechanics, 1995, 10(4): 225-240.
[11] Winterstein S. R. Nonlinear vibration models for extremes and fatigue[J].Engineering Mechanics, ASCE 1988, 114(10):1772-1790.
[12] 叶继红,侯信真. 大跨屋盖脉动风压的非高斯特性研究[J]. 振动与冲击,2010,07:9-15+232.
YE Ji-hong, HOU Xin-zhen.Non-Gaussian feature ofwind induced pressure on large span roofs [J].Journal of Vibration and Shock,2010,07:9-15+232.
[13] 楼文娟,李进晓,沈国辉,等. 超高层建筑脉动风压的非高斯特性[J]. 浙江大学学报(工学版),2011,04:671-677.
LOU Wen-juan, LI Jin-xiao, SHEN Guo-hui, et al. Non-Gaussian feature of wind induced pressure on super-tall buildings [J].Journal of Zhejiang University(Engineering Science),2011,04:671-677.
[14] Ding J, Chen X Z. Assessment of methods for extreme value analysis of non-Gaussian wind effects with short-term time history samples[J]. Engineering Structures,2014,80: 75-88.
[15] 田玉基,杨庆山. 非高斯风压时程峰值因子的简化计算式[J]. 建筑结构学报, 2015, 03:20-28.
TIAN Yu-ji, YANG Qing-shan. Reduced formula of peak factor for non-Gaussian wind pressure history [J]. Journal of Building Structures, 2015, 03:20-28.
[16] 07SG526. 户外钢结构独立柱广告牌[S]. 北京:中国计划出版社, 2007.
07SG526. Outdoor single column supportedsteel billboards [S]. Beijing:China planning press, 2007.
[17] GB50009-2012. 建筑结构荷载规范[S].北京: 中国建筑工业出版社,2012.
GB50009-2012. Load code for the design of building structures [S]. Beijing:China architecture &building press, 2012.
[18] Davenport A G. Gust loading factors [J]. Journal of Structural Division, 1967, 93(ST3): 11-34.
[19] Holmes J D. Wind action on glass and Brown’s integral [J]. Engineering Structures. 1985, 7(4): 226-230.