Numerical and analytical investigations on cold-formed steel stud wall system using FEA and validation using ANN and RSM
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00884-y.pdf
Reference33 articles.
1. Agee, B. M. (2010). Upgrading conventional cold-formed steel connections to protect against moderate blast events. https://doi.org/10.32469/10355/44852
2. Alfredo Reyes Salazar, B., & Haldar, A. (2001). Energy dissipation at PR frames under seismic loading. Journal of Structural Engineering, 127(5), 588–592. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:5(588)
3. Bambach, M. R., Zhao, X. L., & Jama, H. (2010). Energy absorbing characteristics of aluminium beams strengthened with CFRP subjected to transverse blast load. International Journal of Impact Engineering, 37(1), 37–49. https://doi.org/10.1016/J.IJIMPENG.2009.06.007
4. Biggs, J. M. (1964). Introduction to Structural Dynamics (1st ed.). McGraw-Hill College.
5. Bondok, D. H., Salim, H. A., & Agee, B. M. (2015). Improved static resistance and failure mechanisms of conventional cold-formed steel stud walls. Journal of Performance of Constructed Facilities. https://doi.org/10.1061/(asce)cf.1943-5509.0000525
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1. Finite element analysis of cold-formed steel stud wall subjected to blast load and validated using artificial neural network combined with response surface method;Asian Journal of Civil Engineering;2023-11-27
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