Performance of steel coupling beam with trapezoidal corrugated web: experimental tests and numerical analysis
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00645-x.pdf
Reference23 articles.
1. Abdullah, M. D., & Muhaisin, M. H. (2022). Experimental behavior of built-up steel girder with core web having trapezoidal corrugated panel. International Journal of Geomate, 23(97), 180–187. https://doi.org/10.21660/2022.97.3436
2. Abdullah, M. D., Muhaisin, M. H., & Ammash, H. K. (2022). Effect of shear span-to-depth ratio on behavior of sandwich core steel girder with corrugated. Scientific Review Engineering and Environmental Studies, 31(2), 79–87. https://doi.org/10.22630/srees.2221
3. Bahrebar, M., Lim, J. B. P., Charles, G., & Zirakian, T. (2020). Response assessment and prediction of low yield point steel plate shear walls with curved corrugated web plates and reduced beam sections. Structures, 28(May), 1729–1745. https://doi.org/10.1016/j.istruc.2020.09.071
4. Bahrebar, M., Zaman, M., Zirakian, T., Hajsadeghi, M., & Lim, J. B. P. (2016). Structural performance assessment of trapezoidally-corrugated and centrally-perforated steel plate shear walls. Journal of Constructional Steel Research, 122, 584–594.
5. Driver, R. G., Asce, M., Abbas, H. H., Asce, A. M., Sause, R., & Asce, M. (2006). Shear behavior of corrugated web bridge girders. Journal of Structural Engineering, 132, 195–203.
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1. Mechanical Behavior of Composite Girders with Corrugated Steel Webs Based on ABAQUS;Annales de Chimie - Science des Matériaux;2024-06-30
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