Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-62888-7_11
Reference29 articles.
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2. Montuori R, Nastri E, Piluso V, Pisapia A (2023) Design procedure for failure mode control of linked column frames. Eng Struct 296:116937. https://doi.org/10.1016/j.engstruct.2023.116937
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4. Maglio M, Montuori R, Nastri E, Piluso V, Pisapia A (2024) Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections. Struct Saf 109:102465. https://doi.org/10.1016/j.strusafe.2024.102465
5. Sangeetha P, Senthil R (2017) Experimental behaviour of steel tubular columns for varying in filled concrete. Arch Civ Eng 63(4):149–160. https://doi.org/10.1515/ace-2017-0046
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