A new method for estimating the scale of fluctuation in reliability assessment of reinforced concrete structures considering spatial variability
Author:
Affiliation:
1. School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha, China
2. Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, LA, USA
Abstract
Funder
The Open Fund of Industry Key Laboratory of Traffic Infrastructure Security Risk Management
The National Natural Science Foundation of China
The Excellent Young Research Program by the Department of Education at Hunan Province
The National Basic Research Program of China
Publisher
SAGE Publications
Subject
Building and Construction,Civil and Structural Engineering
Link
http://journals.sagepub.com/doi/pdf/10.1177/1369433218760891
Reference27 articles.
1. Akaike H (1980) Likelihood and Bayes procedure with discussion. Valencia, Spain: University of Valencia, pp. 143–166, 185–203.
2. Serviceability Reliability of Reinforced Concrete Beams with Corroded Reinforcement
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