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Numerical Simulation and Experimental Investigation on Seismic Performance of Composite Structural Connection of Encased CFST Column and Reinforced Concrete Beam with Steel Ring
2020
Open Construction & Building Technology Journal
This paper discusses the seismic characteristics of the composite structural joint between the Encased Concrete Filled Steel Tubular (ECFST) Column and Reinforced Concrete (RC) beam. The hysteresis behaviour, envelope curves, ductility, rigidity degradation, energy absorption capacity, and equivalent viscous damping coefficient are also discussed. Methods: In this study, the reinforcement placed longitudinally in the RC beam, which is disunited at the joint due to the tubular section of the
doi:10.2174/1874836802014010309
fatcat:eyzwx6a7rzacrci4u435saxbdq