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contributor authorZhihua Xiong
contributor authorHouda Zhu
contributor authorWenwen Li
contributor authorAijun Zhang
contributor authorHaohui Xin
date accessioned2022-08-18T12:33:47Z
date available2022-08-18T12:33:47Z
date issued2022/04/27
identifier otherAJRUA6.0001245.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286816
description abstractA seismic risk assessment is a guarantee to keep the integrity of the infrastructure under an uncertain earthquake action. This paper carried out seismic risk assessment of a novel bridge-aqueduct cobuilt structure (BACS) under uncertain parameters, and the vulnerability was evaluated by the fragility of the pier and waterproof plate. The drift rate of the pier and the crack width ratio of the waterproof plate were defined as the damage index of the fragility curves. A back propagation (BP) neural network model was constructed, and the fragility data of the two simulated components were grouped into training and testing. The average deviation of the two models was within 5%, which can provide a methodology for BACS seismic risk assessment under other conditions.
publisherASCE
titleSeismic Risk Assessment of a Novel Bridge-Aqueduct Cobuilt Structure
typeJournal Article
journal volume8
journal issue3
journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
identifier doi10.1061/AJRUA6.0001245
journal fristpage04022022
journal lastpage04022022-7
page7
treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 003
contenttypeFulltext


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