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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Hlavní autoři:	Zheheng Chen, Tong Guo, Shaobo Liu, Weiwei Lin
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2019-10-01
Edice:	Applied Sciences
Témata:	long-span box-girder bridge random field local average method important sampling creep and shrinkage time-dependent reliability
On-line přístup:	https://www.mdpi.com/2076-3417/9/20/4415
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