Matches in SemOpenAlex for { <https://semopenalex.org/work/W2278857741> ?p ?o ?g. }
Showing items 1 to 87 of
87
with 100 items per page.
- W2278857741 endingPage "1101" @default.
- W2278857741 startingPage "1083" @default.
- W2278857741 abstract "Previous theoretical equations for the shear capacity of steel beam to concrete filled steel tube (CFT) column connections vary in the assumptions for the shear deformation mechanisms and adopt different equations for calculating shear strength of each component (steel tube webs, steel tube flanges, diaphragms, and concrete etc.); thus result in different equations for calculating shear strength of the joint. Besides, shear force-deformation relations of the joint, needed for estimating building drift, are not well developed at the present. This paper compares previously proposed equations for joint shear capacity, discusses the shear deformation mechanism of the joint, and suggests recommendations for obtaining more accurate predictions. Finite element analyses of internal diaphragm connections to CFT columns were carried out in ABAQUS. ABAQUS results and theoretical estimations of the shear capacities were then used to calibrate rotational springs in joint elements in OpenSEES simulating the shear deformation behavior of the joint. The ABAQUS and OpenSEES results were validated with experimental results available. Results show that: (1) shear deformation of the steel tube dominates the deformation of the joint; while the thickness of the diaphragms has a negligible effect; (2) in OpenSEES simulation, the joint behavior is highly dependent on the yielding strength given to the rotational spring; and (3) axial force ratio has a significant effect on the joint deformation of the specimen analyzed. Finally, modified joint shear force-deformation relations are proposed based on previous theory." @default.
- W2278857741 created "2016-06-24" @default.
- W2278857741 creator A5019554840 @default.
- W2278857741 creator A5019604473 @default.
- W2278857741 creator A5064379005 @default.
- W2278857741 date "2015-05-25" @default.
- W2278857741 modified "2023-09-26" @default.
- W2278857741 title "Shear strength analyses of internal diaphragm connections to CFT columns" @default.
- W2278857741 cites W1973111745 @default.
- W2278857741 cites W1986168715 @default.
- W2278857741 cites W1995782496 @default.
- W2278857741 cites W2002548407 @default.
- W2278857741 cites W2003184805 @default.
- W2278857741 cites W2037079219 @default.
- W2278857741 cites W2141806675 @default.
- W2278857741 cites W2164415949 @default.
- W2278857741 doi "https://doi.org/10.12989/scs.2015.18.5.1083" @default.
- W2278857741 hasPublicationYear "2015" @default.
- W2278857741 type Work @default.
- W2278857741 sameAs 2278857741 @default.
- W2278857741 citedByCount "18" @default.
- W2278857741 countsByYear W22788577412015 @default.
- W2278857741 countsByYear W22788577412016 @default.
- W2278857741 countsByYear W22788577412017 @default.
- W2278857741 countsByYear W22788577412018 @default.
- W2278857741 countsByYear W22788577412019 @default.
- W2278857741 countsByYear W22788577412021 @default.
- W2278857741 countsByYear W22788577412022 @default.
- W2278857741 countsByYear W22788577412023 @default.
- W2278857741 crossrefType "journal-article" @default.
- W2278857741 hasAuthorship W2278857741A5019554840 @default.
- W2278857741 hasAuthorship W2278857741A5019604473 @default.
- W2278857741 hasAuthorship W2278857741A5064379005 @default.
- W2278857741 hasBestOaLocation W22788577411 @default.
- W2278857741 hasConcept C101082671 @default.
- W2278857741 hasConcept C121332964 @default.
- W2278857741 hasConcept C127313418 @default.
- W2278857741 hasConcept C127413603 @default.
- W2278857741 hasConcept C127893833 @default.
- W2278857741 hasConcept C135628077 @default.
- W2278857741 hasConcept C140590641 @default.
- W2278857741 hasConcept C159390177 @default.
- W2278857741 hasConcept C159750122 @default.
- W2278857741 hasConcept C159985019 @default.
- W2278857741 hasConcept C18555067 @default.
- W2278857741 hasConcept C192562407 @default.
- W2278857741 hasConcept C204366326 @default.
- W2278857741 hasConcept C57879066 @default.
- W2278857741 hasConcept C66938386 @default.
- W2278857741 hasConcept C96035792 @default.
- W2278857741 hasConceptScore W2278857741C101082671 @default.
- W2278857741 hasConceptScore W2278857741C121332964 @default.
- W2278857741 hasConceptScore W2278857741C127313418 @default.
- W2278857741 hasConceptScore W2278857741C127413603 @default.
- W2278857741 hasConceptScore W2278857741C127893833 @default.
- W2278857741 hasConceptScore W2278857741C135628077 @default.
- W2278857741 hasConceptScore W2278857741C140590641 @default.
- W2278857741 hasConceptScore W2278857741C159390177 @default.
- W2278857741 hasConceptScore W2278857741C159750122 @default.
- W2278857741 hasConceptScore W2278857741C159985019 @default.
- W2278857741 hasConceptScore W2278857741C18555067 @default.
- W2278857741 hasConceptScore W2278857741C192562407 @default.
- W2278857741 hasConceptScore W2278857741C204366326 @default.
- W2278857741 hasConceptScore W2278857741C57879066 @default.
- W2278857741 hasConceptScore W2278857741C66938386 @default.
- W2278857741 hasConceptScore W2278857741C96035792 @default.
- W2278857741 hasIssue "5" @default.
- W2278857741 hasLocation W22788577411 @default.
- W2278857741 hasOpenAccess W2278857741 @default.
- W2278857741 hasPrimaryLocation W22788577411 @default.
- W2278857741 hasRelatedWork W2167189121 @default.
- W2278857741 hasRelatedWork W2182401877 @default.
- W2278857741 hasRelatedWork W2352488697 @default.
- W2278857741 hasRelatedWork W2366527567 @default.
- W2278857741 hasRelatedWork W2372291147 @default.
- W2278857741 hasRelatedWork W2901867881 @default.
- W2278857741 hasRelatedWork W2938683751 @default.
- W2278857741 hasRelatedWork W3108621555 @default.
- W2278857741 hasRelatedWork W4366397366 @default.
- W2278857741 hasRelatedWork W631253594 @default.
- W2278857741 hasVolume "18" @default.
- W2278857741 isParatext "false" @default.
- W2278857741 isRetracted "false" @default.
- W2278857741 magId "2278857741" @default.
- W2278857741 workType "article" @default.