Modeling of Precast Building Frames for Seismic Response Analysis
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s42417-024-01367-3.pdf
Reference29 articles.
1. Brunesi E, Nascimbene R, Bolognini D, Bellotti D (2015) Experimental investigation of the cyclic response of reinforced precast concrete framed structures. PCI J 60(2):57–79. https://doi.org/10.15554/pcij.03012015.57.79
2. Baran E, Mahamid M, Baran M, Kurtoglu M, Torra-Bilal I (2021) Performance of a moment resisting beam–column connection for precast concrete construction. Eng Struct 246(June):113005. https://doi.org/10.1016/j.engstruct.2021.113005
3. Pampanin S, Nigelpriestley MJ, Sritharan S (2001) Analytical modelling of the seismic behaviour of precast concrete frames designed with ductile connections. J Earthq Eng 5(3):329–368. https://doi.org/10.1080/13632460109350397
4. El Debs MK, Miotto AM, El Debs ALHC (2010) Analysis of a semi-rigid connection for precast concrete. Proc Inst Civ Eng Struct Build 163(1):41–51. https://doi.org/10.1680/stbu.2009.163.1.41
5. Kartal ME, Başaǧa HB, Bayraktar A, Muvafik M (2010) Effects of semi-rigid connection on structural responses. Electron J Struct Eng 10(January):22–35. https://doi.org/10.56748/ejse.10122
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