Study on Seismic Behavior and Influencing Factors of Composite Connection in Moment-resisting Steel Frame
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-2100-y.pdf
Reference32 articles.
1. Abidelah A, Bouchaïr A, Kerdal DE (2012) Experimental and analytical behavior of bolted end-plate connections with or without stiffeners. Journal of Constructional Steel Research 76:13–27, DOI: https://doi.org/10.1016/j.jcsr.2012.04.004
2. Alhendi H, Celikag M (2015) Parametric study on moment—rotation characteristics of reverse channel connections to tubular columns. Journal of Constructional Steel Research 104:261–273, DOI: https://doi.org/10.1016/j.jcsr.2014.10.009
3. Costa R, Valdez J, Oliveira S, da Silvaa LS, Bayo E (2019) Experimental behaviour of 3D end-plate beam-to-column bolted steel joints. Engineering Structures 188:277–289, DOI: https://doi.org/10.1016/j.engstruct.2019.03.017
4. Da Silva LS, Simoes RD, Cruz PJS (2001) Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading. Engineering Structures 23(11):1383–1409, DOI: https://doi.org/10.1016/S0141-0296(01)00054-2
5. Ding Y, Deng EF, Zong L, Dai XM, Li YM, Wang HP, Bi JX (2019) State-of-the-art on connection in modular steel construction. Journal of Building Structures 40(3):33–40, DOI: https://doi.org/10.14006/j.jzjgxb.2019.03.003
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1. Lateral Load Behavior of Self-centering Frame with Y-Eccentrically Braced Substructure: An Experiment and Numerical Analysis;KSCE Journal of Civil Engineering;2023-12-14
2. Modern Methods for Modelling Bolted Joints at the Assembly Stage – A Systematic Review;Engineering World;2023-09-27
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