Experimental Study of a Wind Field in a Long-span Bridge Site Located in Mountainous Valley Terrain

Author(s):  
Hong-tao Xu ◽  
Yong He ◽  
Hai-li Liao ◽  
Cun-ming Ma ◽  
Rong Xian
2018 ◽  
Vol 177 ◽  
pp. 260-274 ◽  
Author(s):  
Yan Han ◽  
Lian Shen ◽  
Guoji Xu ◽  
C.S. Cai ◽  
Peng Hu ◽  
...  

2012 ◽  
Vol 15 (10) ◽  
pp. 1793-1799 ◽  
Author(s):  
Dabo Xin ◽  
Hui Li ◽  
Liang Wang ◽  
Jinping Ou

2021 ◽  
Vol 2021 ◽  
pp. 1-15
Author(s):  
Peng Hu ◽  
Yilin Chen ◽  
Yan Han ◽  
Fei Zhang ◽  
Yongjian Tang

To investigate the effects of thunderstorm downburst on the characteristics of wind field at bridge sites in flat and gorge terrains, firstly, numerical simulation of wind fields in the flat terrain under the thunderstorm downburst was conducted through the SST k-ω turbulence model, combined with the impinging jet technology. After verification of the reliability of the numerical model, settings, and methods, the characteristics of wind field over a long-span bridge site in a gorge terrain under the thunderstorm downburst were investigated and the distributions of wind speed and wind attack angle in the flat and gorge terrains were compared. The results show that, under the effects of the thunderstorm downburst, the wind speeds are relatively maximum at the midspan point of the girder in the flat terrain. Besides, the farther away from the midspan point, the smaller the wind speeds, which is opposite to the case in the gorge terrain. The wind speeds at each typical monitoring point are basically the same in the two terrains, before the thunderstorm downburst hits the bridge girder. Later the wind speeds at each point in the gorge terrain are much higher than those in the flat terrain. Most wind attack angles are negative at the monitoring points in the flat terrain, but the farther away they are from the midspan point, the greater the wind attack angles will be. However, the wind attack angles at the monitoring points in the gorge terrain are generally larger than those in the flat terrain, and they gradually turn to be positive farther away from the midspan point. In the flat terrain, both wind speeds and wind attack angles (or their absolute values) at the girder are large within about t = 75∼130 s, indicating that the thunderstorm downburst may exert significant effects on the bridge. However, in the gorge terrain, due to the large wind speeds and wind attack angles (or their absolute values) at the girder after t = 75 s, full attention needs to be paid to the effects of the thunderstorm downburst during this period.


2013 ◽  
Vol 351-352 ◽  
pp. 410-414
Author(s):  
Nan Li ◽  
Ji Xin Yang

In this paper, the wind field around the flat box girder of a long-span bridge under 0o attack angle was investigated by the numerical wind tunnel technique, which can not only get the distributions of the pressure, velocity and vortex in the flow field, but also obtain the various aerodynamic parameters of the bridges. The velocity profiles were obtained, and the coefficient of tri-component from the numerical simulations was in good agreement with that from the wind tunnel test, which demonstrated that it was reliable and feasible to utilize the numerical wind tunnel technique to simulate the wind field and certificate the coefficient of tri- component of the bridge.


2013 ◽  
Vol 361-363 ◽  
pp. 1094-1100
Author(s):  
Jian Guo ◽  
Wei Chang Gan ◽  
Ding Yu Jiang ◽  
Bing Nan Sun ◽  
Wei Peng

In the research on calculation of interaction of wind and structure, the key to the question is wind field numerical simulation. This paper introduces a practical wind field simulation method of long-span Bridge. The main bridge of Jintang Bridge was analyzed as engineering example, which is a cross-sea cable stayed bridge in Zhoushan of Zhejiang Province , and the linear filter method was applied to calculate along-wind and vertical wind field on main girder, MATLAB program also was adopted to simulate wind field of long-span Bridge. The results show that simulated spectrum is in better agreement with the target spectrum, which verifies validity of the method and correctness of the program.


2012 ◽  
Vol 29 (5) ◽  
pp. 432-437
Author(s):  
Heng-bin ZHENG ◽  
Quan-sheng YAN ◽  
Wei-feng WANG ◽  
Jie WU

2013 ◽  
Vol 56 (8) ◽  
pp. 2089-2098 ◽  
Author(s):  
DaBo Xin ◽  
Hui Li ◽  
JinPing Ou ◽  
Liang Wang ◽  
DongYing Chen

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