The Behavior of Low-Yield Point Corrugated Steel Plate Shear Walls in Strengthening RC Frames
Author:
Funder
The Natural Science Foundation of the Jiangsu Higher Education Institutions of China
Student Innovation and Entrepreneurship Plan Training Project of Jiangsu Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40996-024-01537-z.pdf
Reference37 articles.
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3. Bahrebar M, Lim JBP, Clifton GC, Zirakian T, Shahmohammadi A, Hajsadeghi M (2020) Response assessment and prediction of low yield point steel plate shear walls with curved corrugated web plates and reduced beam sections. Structures 28:1729–1745
4. Bypour M, Kioumarsi M, Yekrangnia M (2021) Shear capacity prediction of stiffened steel plate shear walls (SSPSW) with openings using response surface method. Eng Struct 226:111340
5. Chen SJ, Jhang C (2006) Cyclic behavior of low yield point steel shear walls. Thin Walled Struct 44(7):730–738
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