Cellular versus standard beams: impact on steel frame stability and load-carrying capacity
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00901-0.pdf
Reference40 articles.
1. Abedi Sarvestani, H. (2017). Cyclic behavior of hexagonal castellated beams in steel moment-resisting frames with post-tensioned connections. Structures, 11, 121–134. https://doi.org/10.1016/j.istruc.2017.05.001
2. Ahiwale, D. D., & Khartode, R. R. (2020). Parametric study for long-span roof truss subjected to vertical ground motion. Asian Journal of Civil Engineering, 22(3), 381–404. https://doi.org/10.1007/s42107-020-00320-5
3. Ahiwale, D. D., & Patil, A. N. (2023). Quantification and parametric investigation for plan asymmetric low-rise steel frame structure considering soil-structure interaction under vertical ground motion. Asian Journal of Civil Engineering, 24(7), 2337–2353. https://doi.org/10.1007/s42107-023-00644-y
4. Ahiwale, D., Shaha, P., Palaniyandi, K., Nayak, C., Khartode, R., & Morkhade, S. (2021). Quantification study for roof truss subjected to near-fault ground motions. Innovative Infrastructure Solutions. https://doi.org/10.1007/s41062-021-00478-0
5. Choudhari, V. A., & Morkhade, S. G. (2023). Numerical analysis of newly developed Angelina beams. Asian Journal of Civil Engineering, 24(7), 2019–2028. https://doi.org/10.1007/s42107-023-00621-5
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