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- W3189651661 abstract "Experimental investigations were conducted on the performance of steel beam to concrete-encased concrete-filled steel tubular (CFST) joints with reinforced concrete (RC) slab under seismic loading. A total of 12 interior joints, including six planar ones and six 3-D ones, were designed and tested. Failure patterns, hysteretic relations, deformation and strain distributions of these joints were recorded and analyzed. The seismic performance was evaluated from ductility and energy absorption perspectives for these specimens. It was found that the average inter-story drift angle at failure point for the tested joints was 0.033 rad. Moreover, the 3-D joints presented comparatively lower strength and ductility than planar counterparts." @default.
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- W3189651661 date "2021-04-01" @default.
- W3189651661 modified "2023-10-11" @default.
- W3189651661 title "Seismic performance of 3-D steel beam to concrete-encased CFST column joints: Tests" @default.
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- W3189651661 doi "https://doi.org/10.1016/j.engstruct.2020.111793" @default.
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