Finite Element Model Updating for Improved Box Girder Bridges with Corrugated Steel Webs Using the Response Surface Method and Fmincon Algorithm
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-0591-3.pdf
Reference20 articles.
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3. Deng L, Cai CS (2010) Bridge model updating using response surface method and genetic algorithm. Journal of Bridge Engineering 15(5):553–564, DOI: https://doi.org/10.1061/(ASCE)BE.1943-5592.0000092
4. Ding Y, Jiang KB, Liu YW (2012) Nonlinear analysis for PC box-girder with corrugated steel webs under pure torsion. Thin-Walled Structure 51:167–173, DOI: https://doi.org/10.1016/j.tws.2011.10.013
5. Elgaaly M, Seshadri A (1998) Depicting the behavior of girders with corrugated webs up to failure using nonlinear finite element analysis. Advances in Engineering Software 29(3–6):195–208, DOI: https://doi.org/10.1016/s0965-9978(98)00020-9
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