Random Field-Based Time-Dependent Reliability Analyses of a PSC Box-Girder Bridge

Random Field-Based Time-Dependent Reliability Analyses of a PSC Box-Girder Bridge

The parameters affecting structural reliability are usually regarded as independent random variables in the current reliability analyses of bridge structures while the randomness of these structural parameters in spatial distribution is neglected. To overcome this disadvantage, the random field mode...

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Bibliographic Details
Main Authors: Zheheng Chen, Tong Guo, Shaobo Liu, Weiwei Lin
Format: Article
Language:English
Published: MDPI AG 2019-10-01
Series:Applied Sciences
Subjects:
long-span box-girder bridge
random field
local average method
important sampling
creep and shrinkage
time-dependent reliability
Online Access:https://www.mdpi.com/2076-3417/9/20/4415

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https://www.mdpi.com/2076-3417/9/20/4415

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