He Xuhui, Qin Hongxi, Tao Tianyou, Liu Wenshuo, Wang Hao
School of Civil Engineering, Central South University, Changsha 410006, China.
School of Civil Engineering, Southeast University, Nanjing 211189, China.
Sensors (Basel). 2017 Sep 22;17(10):2186. doi: 10.3390/s17102186.
The wind-sensitive long-span suspension bridge is a vital element in land transportation. Understanding the wind characteristics at the bridge site is thus of great significance to the wind- resistant analysis of such a flexible structure. In this study, a strong wind event from a landfall typhoon called Soudelor recorded at the Jiangyin Bridge site with the anemometer is taken as the research object. As inherent time-varying trends are frequently captured in typhoon events, the wind characteristics of Soudelor are analyzed in a non-stationary perspective. The time-varying mean is first extracted with the wavelet-based self-adaptive method. Then, the non-stationary turbulent wind characteristics, e.g.; turbulence intensity, gust factor, turbulence integral scale, and power spectral density, are investigated and compared with the results from the stationary analysis. The comparison highlights the importance of non-stationary considerations of typhoon events, and a transition from stationarity to non-stationarity for the analysis of wind effects. The analytical results could help enrich the database of non-stationary wind characteristics, and are expected to provide references for the wind-resistant analysis of engineering structures in similar areas.
风敏感大跨度悬索桥是陆地交通中的关键要素。因此,了解桥址处的风特性对于这种柔性结构的抗风分析具有重要意义。在本研究中,以江阴大桥桥址处用风速仪记录的一次名为苏迪罗的登陆台风的强风事件作为研究对象。由于在台风事件中经常会捕捉到固有的时变趋势,因此从非平稳角度分析苏迪罗的风特性。首先用基于小波的自适应方法提取时变均值。然后,研究非平稳紊流风特性,例如紊流强度、阵风因子、紊流积分尺度和功率谱密度,并与平稳分析结果进行比较。该比较突出了台风事件非平稳考虑的重要性,以及风效应分析从平稳性向非平稳性的转变。分析结果有助于丰富非平稳风特性数据库,并有望为类似地区工程结构的抗风分析提供参考。