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Conditional simulation of non-Gaussian wind velocity profiles: Application to buffeting response of Vincent Thomas suspension bridge

机译:非高斯风速剖面的条件模拟:在Vincent Thomas悬索桥的抖振响应中的应用

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摘要

For a proper prediction of wind-induced vibrations of a long suspension bridge, it is necessary to use a representative wind velocity profile at the bridge site. However, as the simultaneous collection of wind velocity data at closely spaced locations of the entire bridge is not a viable option, simulation has become a powerful tool for this purpose. In this study, a new iterative approach of non-Gaussian conditional simulation is proposed to conditionally simulate the wind velocity profiles by utilizing the measured wind velocities at a few locations. The approach utilizes the well-known spectral representation technique in conjunction with nonlinear Gaussian to non-Gaussian mapping technique. Focusing on Vincent Thomas suspension bridge on which three anemometers have been installed recently at three strategic locations, this study compares buffeting responses evaluated using different simulation schemes. It has been found that the bridge response evaluated using the non-Gaussian simulation scheme may be higher when compared with other simulation schemes.
机译:为了正确预测长悬索桥的风引起的振动,有必要在桥位置使用代表性的风速曲线。但是,由于在整个桥梁的近距离位置同时收集风速数据不是可行的选择,因此仿真已成为实现此目的的强大工具。在这项研究中,提出了一种新的非高斯条件模拟迭代方法,以利用在几个位置处测得的风速来有条件地模拟风速剖面。该方法利用了众所周知的频谱表示技术以及非线性高斯到非高斯的映射技术。重点研究Vincent Thomas悬索桥,最近在三个战略位置安装了三个风速计,该研究比较了使用不同模拟方案评估的抖振响应。已经发现,与其他仿真方案相比,使用非高斯仿真方案评估的电桥响应可能更高。

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