Cyclic testing of steel beam blind bolted to CFST column composite frames with SBTD concrete slabs
Sign Up to like & getrecommendations! Published in 2017 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2017.06.065
Abstract: Abstract This paper aims to investigate the seismic behavior and failure mechanism of novel type of blind bolted concrete-filled steel tubular (CFST) composite frames under seismic loading. The composite frames are composed of square or… read more here.
Keywords: composite frames; blind bolted; steel; sbtd concrete ... See more keywords
Experimental study on seismic behaviour of composite frames with wide floor slabs considering the effect of floor loads
Sign Up to like & getrecommendations! Published in 2020 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2020.111024
Abstract: Abstract The steel–concrete composite frame systems are widely used in multistory and high-rise buildings owing to good mechanical performance and high construction efficiency. In previous research on the composite frame systems, many lateral cyclic tests… read more here.
Keywords: composite frames; floor slabs; floor loads; behaviour composite ... See more keywords
Improving the seismic capacity of steel–concrete composite frames with spiral-confined slabs
Sign Up to like & getrecommendations! Published in 2022 at "Advances in Structural Engineering"
DOI: 10.1177/13694332221086682
Abstract: The seismic performance analysis of steel–concrete composite frames involves, as known, the interaction of several load-bearing components that should be properly designed, with multiple geometrical and mechanical parameters to account. Practical recommendations are given by… read more here.
Keywords: spiral confined; steel; concrete composite; composite frames ... See more keywords
Progressive collapse analysis of stainless steel composite frames with beam-to-column endplate connections
Sign Up to like & getrecommendations! Published in 2020 at "Steel and Composite Structures"
DOI: 10.12989/scs.2020.36.4.427
Abstract: This paper carries out the progressive collapse analysis of stainless steel composite beam-to-column joint sub-models and moment-resisting frames under column removal scenarios. The static flexural response of composite joint sub-models with damaged columns was initially… read more here.
Keywords: steel; composite frames; collapse; stainless steel ... See more keywords