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- W4318814458 abstract "A joint for I-beam to concrete-filled rectangular steel tubular (CFRST) column connections is proposed and investigated in this study. Five specimens are firstly designed and tested. The hysteresis curves from tests indicate the good energy dissipation capacities of the joint specimens subjected to cyclic loading. It is also found that most of the joint specimens can be classified into the rigid and full-strength joints according to Eurocode 3. Subsequently, the finite element (FE) model is also developed and verified using the test results. A series of FE analyses show that the thickness of the endplates and the beam length are the two main parameters for the behavior of the proposed joint, and the insufficient stiffness of endplates may significantly increase the risk of rupture at the butt welding between the beam flange and endplates. The results of this study show that the proposed joint is suitable for use in the severe seismic condition according to GB 50011-2010, while its application is limited to C-IMF according to ANSI/AISC 341-10." @default.
- W4318814458 created "2023-02-02" @default.
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- W4318814458 date "2023-05-01" @default.
- W4318814458 modified "2023-09-29" @default.
- W4318814458 title "Experimental study on reduced I-beam to CFRST column joints under cyclic loading" @default.
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- W4318814458 doi "https://doi.org/10.1016/j.jobe.2023.106005" @default.
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