Behavior of Beam–Column Joint in Fully Encased Composite Column Subjected to Cyclic and Monotonic Loading
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-63280-8_2
Reference11 articles.
1. Hüsem M, Nasery MM, Okur FY, Altunişik AC (2018) Experimental evaluation of damage effect on dynamic characteristics of concrete encased composite column-beam connections. Eng Fail Anal 91:129–150. https://doi.org/10.1016/j.engfailanal.2018.04.030
2. Silva L, Simões R, Cruz P (2001) Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading. Eng Struct 23:1383–1409. https://doi.org/10.1016/S0141-0296(01)00054-2
3. Liew JYR, Teo TH, Shanmugam NE, Yu CH (2000) Testing of steel–concrete composite connections and appraisal of results. J Constr Steel Res 56(2):117–150. https://doi.org/10.1016/S0143-974X(99)00099-1
4. Amadio C (2017) Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads. Eng Struct 138:394–409
5. Grimsmo EL, Clausen AH, Aalberg A, Langseth M (2016) A numerical study of beam-to-column joints subjected to impact. Eng Struct 120:103–115. https://doi.org/10.1016/j.engstruct.2016.04.031
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