|
|
The comparison analysis of employing normal wind and typhoon spectra on the response of structures induced by wind and rain loads |
FU Xing , LI Hongnan |
Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China |
|
|
Abstract Normal wind and typhoon spectra are used to simulate time history curves of wind and rain loads for comparing the influence of normal wind and typhoon on response analysis of structures induced by wind and rain loads. Harmony superposition method is used to generate fluctuating wind speed and time history curves of wind and rain loads with the spectra of normal wind and typhoon. Response analysis is performed with the consideration of wind and rain loads effect on the transmission tower, and then root mean squares of accelerations of tower tip are obtained with different conditions. The calculation results show that the root mean squares of accelerations for typhoon spectra are bigger than the results of normal wind spectrum and the increasing percentages of root mean squares of accelerations for typhoon spectra is smaller than the percentages of normal wind. The maximal increasing percentages can be 24.43%, so it’s necessary to pay attention to the high turbulence intensity and the impact between structures and raindrops during typhoon.
|
Received: 24 April 2014
Published: 15 June 2015
|
|
|
|
[1] 李宏男,任月明,白海峰. 输电塔体系风雨激励的动力分析模型 [J]. 中国电机工程学报, 2007, 27 (30): 43-48. (LI Hong-nan, REN Yue-ming, BAI Hai-feng. Rain-wind-induced dynamic model for transmission tower system [J]. Proceedings of the CSEE, 2007, 27 (30): 43-48. (in Chinese))
[2] 付兴,林友新,李宏男. 风雨共同作用下高压输电塔的风洞试验及反应分析 [J]. 工程力学, 2014, 34 (1): 72-78. (FU Xing, LIN You-xin, LI Hong-nan. Wind tunnel test and response analysis of high-voltage transmission tower subjected to combined loads of wind and rain [J]. Engineering Mechanics, 2014, 34 (1): 72-78. (in Chinese))
[3] LI H-N,TANG S-Y,YI T-H. Wind-rain-induced vibration test and analytical method of high-voltage transmission tower [J]. Structural Engineering and Mechanics, 2013, 48 (4): 435-453.
[4] 胡晓红,葛耀君. 上海 “派比安” 台风实测结果的二维脉动风谱拟合 [J]. 结构工程师, 2002, (2): 41-47. (HU Xiao-hong, GE Yao-jun. The fitting of 2D fluctuating wind spectrum for the actual measurement data of ‘pba’ typhoon in Shanghai [J]. Structural Engineers, 2002, (2): 41-47. (in Chinese))
[5] 孙建超. 土木工程相关的近地台风特性观测研究 [D]. 哈尔滨: 哈尔滨工业大学, 2006. (SUN Jian-chao. Study on wind characteristics near ground of typhoon based on field measurements [D]. Herbin: Herbin Harbin Institute of Technology, 2006. (in Chinese))
[6] 李秋胜,戴益民,李正农,等. 强台风 “黑格比” 登陆过程中近地风场特性 [J]. 建筑结构学报, 2010, 31 (4): 54-61. (LI Qiusheng, DAI Yinong, LI Zhengnong, etc. Surface layerwind field characteristics during a severe typhoon ‘Hagupit’ landfalling [J]. Journal of Building Structures, 2010, 31 (4): 54-61. (in Chinese))
[7] 李利孝. 基于近地观测的台风脉动风速谱研究 [D]. 哈尔滨: 哈尔滨工业大学, 2008. (LI Li-xiao. Study on typhoon induced wind speed spectra based on field measurements [D]. Herbin: Herbin Harbin Institute of Technology, 2008. (in Chinese))
[8] 徐安,傅继阳,赵若红,等. 土木工程相关的台风近地风场实测研究 [J]. 空气动力学学报, 2010, 28 (1): 23-31. (XU An, FU Ji-yang, ZHAO Ruo-hong, etc. Field measurements of typhoons according to civil engineering research [J]. Acta Aerodynamica Sinica, 2010, 28 (1): 23-31. (in Chinese))
[9] SHARMA R,RICHARDS P. A re-examination of the characteristics of tropical cyclone winds [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83 (1): 21-33.
[10] 徐旭,刘玉. 高耸结构在台风作用下的动力响应分析 [J]. 建筑结构, 2009, 39 (6): 105-109. (XU Xu, LIU Yu. Dynamic response analysis of a high-rise structure under typhoon [J]. Building Structure, 2009, 39 (6): 105-109. (in Chinese))
[11] 楼文娟,夏亮,蒋莹,等. B 类风场与台风风场下输电塔的风振响应和风振系数 [J]. 振动与冲击, 2013, 32 (6): 13-17. (LOU Wen-juan, XIA Liang, JIANG Ying, etc. Wind-induced response and wind load factor of transmission tower under terrain B wind field and fyphoon wind field [J]. Journal of Vibration and Shock, 2013, 32 (6): 13-17. (in Chinese))
[12] 唐顺勇. 高压输电塔风雨振响应分析及风洞试验研究 [D]. 大连理工大学, 2010. (Tang Shunyong. Rain-wind-induced dynamic response analysis and wind tunnel experiment of high-voltage transmission tower [D]. Dalian: Dalian University of Technology, 2010. (in Chinese))
[13] 唐顺勇,李宏男. 输电塔气弹模型制作及风雨荷载的相似比研究 [J]. 振动与冲击, 2011, 30 (8): 199-202. (TANG Shun-yong, LI Hong-nan. Aeroelastic modeling of transmission towers and similarity ratio for wind-rain loads [J]. Journal of Vibration and Shock, 2011, 30 (8): 199-202. (in Chinese))
[14] 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 and Building Press, 2012. (in Chinese))
[15] 胡尚瑜,宋丽莉,李秋胜. 近地边界层台风观测及湍流特征参数分析 [J]. 建筑结构学报, 2011, 32 (4): 1-8. (HU Shang-yu, SONG Li-li, LI Qiu-sheng. Monitoring of typhoons in surface boundary layer and analysis of wind turbulence characteristics [J]. Journal of Building Structures, 2011, 32 (4): 1-8. (in Chinese))
[16] DAVENPORT A G. The spectrum of horizontal gustiness near the ground in high winds [J]. Quarterly Journal of the Royal Meteorological Society, 1961, 87 (372): 194-211.
[17] LIN Y-X,FU X,LI H-N. Research on the Velocity Ratio of Wind Driven Rain [M]//YI T. The 12th International Conference on Civil and Environmental Engineering. Dalian, China. 2013: 235-238.
[18] MARSHALL J S,PALMER W M K. The distribution of raindrops with size [J]. Journal of meteorology, 1948, 5 (4): 165-166.
[19] MOOK V F. Driving rain on building envelopes [D]. Eindhoven University Press; Eindhoven University, 2003.
[20] SHINOZUKA M,JAN C-M. Digital simulation of random processes and its applications [J]. Journal of sound and vibration, 1972, 25 (1): 111-128.
|
|
|
|