山區(qū)峽谷風(fēng)特性的數(shù)值模擬與現(xiàn)場實(shí)測的對比研究
[Abstract]:With the development of bridge technology, long-span bridges spanning complex terrain are emerging constantly, and the wind resistant design code is no longer applicable to the disturbance of complex terrain. Based on the engineering background of the canyon topography in the bridge area of the Paizhai Bridge in Hunan Province, this paper studies the characteristics of the mean wind speed in mountain canyons and summarizes the variation law of the average wind field characteristics of the canyons by using the method of field measurement and numerical simulation. The main research contents are as follows: (1) based on the programming function of MATLAB software, the field measured data in the bridge area of Aizhai Bridge are read and processed, and the coordinate transformation of the wind axis of the three-dimensional wind speed sensor is deduced. The average wind characteristics of two strong wind records are analyzed, such as instantaneous wind speed, pulsating wind speed, 10-minute mean wind speed, wind rose chart. (2) using the national scientific data service platform to obtain the topographic elevation data in a large area near the bridge, and to transfer the data by means of Global Mapper and Civil3D to obtain the topographic elevation point cloud of the bridge position; The surface fitting function of reverse engineering software NX Imageware is used to fit the topographic surface of bridge position. According to the method of hexahedron mesh generation, the number of meshes and the time of calculation are reduced, and the UDF boundary input program is written. The operating conditions of eight different flow directions are analyzed. The comparison of wind profile exponents between the measured records of two strong winds and the numerical simulation shows that the numerical simulation in this paper is a convenient and accurate method. It is also proved that the surface roughness coefficient, wind attack angle and wind velocity distribution along the bridge axis of canyon wind are different.
【學(xué)位授予單位】:湖南科技大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2014
【分類號】:U442.59
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