Finite element analysis of cold-formed steel stud wall subjected to blast load and validated using artificial neural network combined with response surface method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00925-6.pdf
Reference33 articles.
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2. Bondok, D. H., Salim, H. A., & Agee, B. M. (2015). Improved static resistance and failure mechanisms of conventional cold-formed steel stud walls. J Performance Constructed Facilities, 29(3), 1–10. https://doi.org/10.1061/(asce)cf.1943-5509.0000525
3. Chen, B., Roy, K., Fang, Z., Uzzaman, A., Pham, C. H., Raftery, G. M., & Lim, J. B. P. (2022). Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs. Journal of Structural Engineering, 148(2). https://doi.org/10.1061/(asce)st.1943-541x.0003250
4. Dai, K., Wang, J., Huang, Z., & Felix Wu, H. (2016). Investigations of Structural Damage Caused by the Fertilizer Plant Explosion at West, Texas. II: Ground Shock. Journal of Performance of Constructed Facilities, 30(4), 1–10. https://doi.org/10.1061/(asce)cf.1943-5509.0000800
5. DiPaolo, B. P., & Woodson, S. C. (2006). An overview of research at ERDC on steel stud exterior wall systems subjected to severe blast loading. Proceedings of the Structures Congress and Exposition, 2006, 22. https://doi.org/10.1061/40889(201)22
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