Reliability of Linear Systems Subjected to Wind Loads

被引:0
作者
Zhao, H. [1 ]
Grigoriu, M. [1 ]
机构
[1] Cornell Univ, Sch Civil & Environm Engn, Ithaca, NY 14853 USA
来源
ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING | 2016年 / 2卷 / 02期
基金
美国国家科学基金会;
关键词
Wind loads; Turbulence fluctuations; Wake excitations; Translation processes; Response analysis; Mean crossing rates;
D O I
10.1061/AJRUA6.0000834
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Probabilistic models for wind loads are developed and used to estimate the properties of the responses of linear systems. This analysis involves four steps. First, along-wind, across-wind forces, and torque are represented as polynomials of turbulence fluctuations and wake excitations, which are assumed to be stationary Gaussian processes. Second, two types ofmodels are provided, namely, the empirical model and the mathematical model, for the second-moment properties of the turbulence fluctuations and wake excitations so that the probability law of thewind loads is characterized completely. Proposed models are then calibrated to the experimental observations. Third, the mathematical model provides an efficient method to estimate the response properties relative to Monte Carlo simulation. The responses are modeled by translation processes that match the target second-moment properties and marginal distributions of the responses. Fourth, the response properties that are of interest, e.g., the mean rates at which the responses exit the safe set, are calculated from the resulting translation processes. This procedure is illustrated by one numerical example. (C) 2015 American Society of Civil Engineers.
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页数:8
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