Vehicle-running test method for measuring wind pressure coefficient of buildings with wind generated by a moving vehicle
LI Shengli1,WU Hao1, ZHENG Shunyun1, OU Jinping2, DING Jinquan3
1.School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China;
2.School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;
3.Zhengzhou Yutong Bus Co, Ltd, Zhengzhou 450001, China
Abstract:Referring to test methods of wind tunnel test and field measurement, using wind generated by a moving vehicle, a vehicle-running test method to measure wind pressure coefficients of buildings under ideal road conditions was proposed.Based on theoretical derivation and tests on site, the basic theory of the proposed method was built, the physical test platform for vehicle-running tests was designed and assembled, and the software measurement system was also constructed.The test data processing method was studied and used to measure mean wind pressure coefficients of CAARC standard model’s typical measured points.Effects of different vehicle speeds and repeated tests at the same vehicle speed on mean wind pressure coefficient were analyzed.Results showed that the basic theory of the proposed method is correct; the built hardware and software systems are reasonable; mean wind pressure coefficients of the standard model’s measured points agree well with those of the previous wind tunnel tests published in literature; deviations of repeated test results at the same vehicle speed are small; different vehicle speeds affect mean wind pressure coefficient a little bit; the feasibility of the proposed method under ideal road conditions is verified.
李胜利1,武昊1,郑舜云1,欧进萍2,丁金全3. 利用汽车行驶风测试建筑风压系数的跑车试验方法研究[J]. 振动与冲击, 2019, 38(23): 38-45.
LI Shengli1,WU Hao1, ZHENG Shunyun1, OU Jinping2, DING Jinquan3. Vehicle-running test method for measuring wind pressure coefficient of buildings with wind generated by a moving vehicle. JOURNAL OF VIBRATION AND SHOCK, 2019, 38(23): 38-45.
[1] 王旭,黄鹏,顾明. 海边坡角可调试验房风荷载现场实测研究[J]. 振动与冲击,2012,31(5):176-182.
[2] 王旭, 黄超, 黄鹏, 等. 台风“海葵”近地风脉动特性实测研究[J]. 振动与冲击, 2017, 36(11): 199~205.
[3] Jun Yi, Q.S. Li.Wind tunnel and full-scale study of wind effects on a super-tall building[J]. Journal of Fluids and Structures, 2015, 58: 236-253.
[4] 刘慕广,谢壮宁,石碧青. 高层建筑顶部横梁的风效应[J]. 振动与冲击,2016, 35(5): 103-107.
[5] 李胜利,王超群,王东炜, 等. 大跨径悬索桥施工期尖顶型主缆驰振性能分析[J]. 振动与冲击,2015, 34(22): 154-160.
[6] A. Sohankar. Flow over a bluff body from moderate to high Reynolds numbers using large eddy simulation[J]. Computers & Fluids, 2006, 35:1154-1168
[7] Alexandre Luis Braun , Armando Miguel Awruch. Aerodynamic and aeroelastic analyses on the CAARC standard tall building model using numerical simulation[J]. Computers and Structures, 2009, 87:564-581.
[8] 黄剑,顾明. 均匀流中矩形高层建筑脉动风压的阻塞效应试验研究[J]. 振动与冲击,2014, 33(12): 28-34.
[9] 伊廷华,李宏男,顾明. 典型体育馆屋盖表面平均风压特性及干扰效应风洞试验研究[J]. 振动与冲击,2009, 28(1): 177-182.
[10] Sheikh Ahmad Zaki, AyaHagishima, Jun Tanimoto, Naoki Ikegaya. Aerodynamic Parameters of Urban Building Arrayswith Random Geometries[J]. Boundary-Layer Meteorol, 2011,138:99-120.
[11] W. H. MELBOURNE. Comparison of measurementson the CAARC standard tall building model in simulated model wind flows[J].Journal of Wind Engineering and Industrial Aerodynamics, 1980, 6:73-78.
[12] N. J. Qiang, Zhou DanLiang, Xifeng. Experimental research on the aerodynamic characteristicsof a high-speed train under different turbulenceconditions [J]. Experimental Thermal and Fluid Science , 2017, 80:117-125.
[13] H. TANAKA, N. LAWEN. Test on the CAARC standard tall building model with a length scale of 1:1000[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1986, 15:15-29.
[14] 杨高丰,张凯韩,韩瑾瑾,等.运牛车车厢内风速风向及温度变化的监测[J].安徽农业大学学报,2011,38(3):486-490.
Yang Gaofeng, Zhang Kaihan, Han Jinjin,et al. Monitoring the cattle truck inside the wind and temperature change, Journal of Anhui Agricultural University,38 (3) (2011) 486-490.
[15] A. Tecle, G. T. Bitsuamlak, T. E. Jiru. Wind-driven natural ventilation in a low-rise building: A Boundary Layer Wind Tunnel study[J]. Building and Environment, 2013, 59:275-289.
[16] H. Chang, Lim, K. J, et al. Study on the surface pressure distribution of cubes in cross-wind arrays[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2014,133:18-26.
[17] E. Siniu, R. H. Scanlan. Wind effects on structures. Third edition, New york: JOHN WILEY &SONS, INC, 156-157, 1996.
[18] 陈政清. 工程结构的风致振动、稳定与控制[M].北京:科学出版社,2013.
Chen Zhengqing. Wind induced vibration, stability and control of engineering structures [M]. Beijing: Science Press, 2013.
[19] FanQin Meng, Bao-Jie He, Jin Zhu et al. Sensitivity analysis of wind pressure coefficients on CAARC standard tall buildings in CFD simulations[J]. Journal of Building Engineering, 2018, 16: 146~158.