Lateral Performance of Thin-Walled Steel Box Column with Replaceable Energy Dissipation Mechanism
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-2886-4_15
Reference20 articles.
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2. Aoki T, Susantha KAS (2005) Seismic performance of rectangular-shaped steel piers under cyclic loading. J Struct Eng 131(2):240–249. https://doi.org/10.1061/(asce)0733-9445(2005)131:2(240)
3. Bäker M, Rösler J, Harders H (2007) Mechanical behaviour of engineering materials. Mech Behav Eng Mater. https://doi.org/10.1007/978-3-540-73448-2
4. Gao Y, Shi G, Wang X (2021) Mechanical properties of low yield point steels subjected to low-cycle structural damage. J Constr Steel Res 183:106733. https://doi.org/10.1016/j.jcsr.2021.106733
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1. Performance evaluation of steel hollow box piers under bidirectional lateral cyclic loading to enhance the existing seismic verification framework;Journal of Constructional Steel Research;2024-01
2. Enhancement of the Lateral Performance of RC Columns Using Steel Jacketing: A Numerical Approach;Engineer: Journal of the Institution of Engineers, Sri Lanka;2023-05-16
3. Thin-Walled Hollow Steel Box Piers with Energy Dissipation Mechanism Under Bi-directional Cyclic Loading;Lecture Notes in Civil Engineering;2023
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