Simulation of the Cyclic Response of Cold Formed Steel HSS Members by the Ibarra-Krawinkler Model
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-62884-9_10
Reference15 articles.
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3. Suzuki, Y., Lignos, D.G.: Fiber-based hysteretic model for simulating strength and stiffness deterioration of steel hollow structural section columns under cyclic loading. Earthquake Eng. Struct. Dynam. 49(15), 1702–1720 (2020)
4. Lignos, D.G., Krawinkler, H.: Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading. J. Struct. Eng. 137, 1291–1302 (2011)
5. Bosco, M., D’Aniello, M., Landolfo, R., Pannitteri, C., Rossi, P.P.: Overstrength and deformation capacity of steel members with cold-formed hollow cross-section. J. Construct. Steel Res. 191, 107187 (2022)
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