Estimation of wind-induced extreme responses with various mean recurrence intervals considering model uncertainty due to limited data

被引:4
作者
Wu, Di [1 ]
Chen, Xinzhong [2 ]
Yang, Qingshan [1 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijings Key Lab Struct Wind Engn & Urban Wind En, Beijing, Peoples R China
[2] Texas Tech Univ, Natl Wind Inst, Dept Civil Environm & Construct Engn, Lubbock, TX 79409 USA
基金
中国国家自然科学基金;
关键词
Epistetnie uncertainty; Wind-induced response; Probabilistic extreme response; Sampling error; Rigid structures; Flexible structures; GUMBEL DISTRIBUTION; WORKING APPROACH; LOAD FACTORS;
D O I
10.1016/j.jweia.2016.09.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The wind-induced extreme responses with various mean recurrence intervals (MRIs) can be estimated by accounting for the aleatory uncertainties in wind speed and extreme response coefficient in terms of their probability distributions. These distribution models when determined from limited samples of data also have uncertainties, referred to as epistemic uncertainties. This study addresses the epistemic uncertainties in probability distributions of wind speed and extreme response coefficient, and their influence on the estimated extreme responses with various MRIs. Closed-form expressions for quantifying the epistemic uncertainties in terms of coefficients of variation of the distribution model parameters are presented as functions of sample size. The influence of epistemic uncertainties on the predicted extreme responses with various MRIs is also estimated using closed-form expression in terms of confidence intervals. Based on the proposed formulations, a parametric study is carried out to shed light on the importance of consideration of various epistemic uncertainties. The results show that the epistemic uncertainty of wind speed generally predominates the predicted extreme response, while the epistemic uncertainty in the extreme response coefficient can also have considerable effect when the aleatory uncertainty in wind speed is low and that in extreme response coefficient is high. The proposed method is then applied to a long-span roof structure using wind loads determined from a wind tunnel test.
引用
收藏
页码:81 / 97
页数:17
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