Numerical Analysis of RC Frame Reinforced by Steel-Plate Concrete Module System
Author:
Funder
Ministry of Education
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13296-024-00839-2.pdf
Reference21 articles.
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3. Berman, J., & Bruneau, M. (2003). Plastic analysis and design of steel plate shear walls. Journal of Structural Engineering, 129(11), 1448–1456. https://doi.org/10.1061/(ASCE)07339445(2003)129:11(1448)
4. Carreira, D. J., & Chu, K. H. (1985). Stress-strain relationship for plain concrete in compression. Journal Proceedings, 82(6), 797–804.
5. Cho, S. G., So, G. H., Kim, D. K., & Kwon, M. H. (2012). Experimental investigation of the lateral load capacity and strength characteristics of a steel plate concrete (SC) shear wall. Journal of the Earthquake Engineering Society of Korea, 16(5), 23–32. https://doi.org/10.5000/EESK.2012.16.5.023
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1. Correction: Numerical Analysis of RC Frame Reinforced by Steel-Plate Concrete Module System;International Journal of Steel Structures;2024-06-17
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