Probabilistic analysis of historic masonry bridges to random ground motion by Monte Carlo Simulation using Response Surface Method

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• 作者：Kemal Hacıefendioğlu^a ; ^{kemalheo@gmail.com} ; Hasan Basri Başağa^b ; ^{hasanbb69@hotmail.com} ; Swagata Banerjee^c ; ^{swagata@civil.iitb.ac.in}
• 关键词：Monte Carlo Simulation ; Probabilistic analysis ; Response Surface Method ; Historic masonry bridge ; Random ground motion
• 刊名：Construction and Building Materials
• 出版年：2017
• 出版时间：1 March 2017
• 年：2017
• 卷：134
• 期：Complete
• 页码：199-209
• 全文大小：2384 K
• 卷排序：134

文摘

We combine two probabilistic methods namely Monte Carlo Simulation and Response Surface Methods. We investigate influence of uncertain material parameters on stochastic response of historic bridge. Material parameters are modeled using normal, log-normal and Gumbel distributions. COV (standard deviation/mean) and uncertainties in material parameters are investigated.