Comparative Numerical Study of Circular-Shaped Steel Tubes Subjected to Cyclic Horizontal Loading
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Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-15-9121-1_13
Reference17 articles.
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2. Al-Kaseasbeh Q, Mamaghani IHP (2018) Buckling strength and ductility evaluation of thin-walled steel tubular columns with uniform and graded thickness under cyclic loading. J Bridg Eng 24:04018105. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001324
3. Al-Kaseasbeh Q, Mamaghani IHP (2020) Thin-walled steel stiffened square box columns with uniform and graded thickness under bidirectional cyclic loading. Eng Struct 219:110919. https://doi.org/10.1016/j.engstruct.2020.110919
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5. Aoki T, Susantha KAS (2005) Seismic performance of rectangular-shaped steel piers under cyclic loading. J Struct Eng 131:240–249. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(240)
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