Computational Modelling Strategies for Nonlinear Response Prediction of Corroded Circular RC Bridge Piers
Author:
Affiliation:
1. Department of Civil Engineering, University of Bristol, Bristol BS8 1TR, UK
2. Department of Civil and Environmental Engineering, University of Washington, Seattle, WA 98195-2700, USA
Abstract
Funder
World Wide University Network
Publisher
Hindawi Limited
Subject
General Engineering,General Materials Science
Link
http://downloads.hindawi.com/journals/amse/2016/2738265.pdf
Reference52 articles.
1. Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion
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