Matches in SemOpenAlex for { <https://semopenalex.org/work/W2952348916> ?p ?o ?g. }
Showing items 1 to 93 of
93
with 100 items per page.
- W2952348916 endingPage "109316" @default.
- W2952348916 startingPage "109316" @default.
- W2952348916 abstract "• Five beam-column joints were tested to investigate the seismic behaviour of beam-column joints. • The D/t ratio had a dominant impact on the yield and plastic moment. • The stress on the annular stiffener showed a double hump shape. In this study, two two-dimensional (2D) and three three-dimensional (3D) beam-column joints are tested under pseudo-static loadings to investigate the influence of loading types on the seismic behaviour of beam-column joints, especially for the hysteretic behaviour and failure modes. The main experimental parameters are the loading types (uniaxial loading, biaxial symmetrical loading (BS loading), and biaxial centre symmetrical loading (BCS loading)) and the width-to-thickness ratio of the steel column ( D/t = 22 and 33). In a 3D joint, BS loading comprised of two equal forces applied at the two beam ends in the same direction while BCS loading comprised of two equal forces applied at the two beam ends in the opposite directions. The results indicate that the loading types affect the bearing capacities of the specimens. The bending moment of the specimens under BCS loading are 20% lower compared to specimens under unidirectional loading, while the bending moment of the specimens under BS loading are similar to those under unidirectional loading. Width-to-thickness ratio of the square steel column is one of the key factors that affect the bending moment of the specimens. According to the test results, FEM models of test specimens are established by using ABAQUS. The numerical results are in good agreement with the experimental results." @default.
- W2952348916 created "2019-06-27" @default.
- W2952348916 creator A5020141456 @default.
- W2952348916 creator A5050277506 @default.
- W2952348916 creator A5056078581 @default.
- W2952348916 creator A5074640978 @default.
- W2952348916 creator A5085513692 @default.
- W2952348916 date "2019-10-01" @default.
- W2952348916 modified "2023-10-03" @default.
- W2952348916 title "Seismic behaviour of the corner joints of a frame under biaxial cyclic loading" @default.
- W2952348916 cites W1981844717 @default.
- W2952348916 cites W1988889792 @default.
- W2952348916 cites W2004304017 @default.
- W2952348916 cites W2009297813 @default.
- W2952348916 cites W2022552882 @default.
- W2952348916 cites W2034085094 @default.
- W2952348916 cites W2034139956 @default.
- W2952348916 cites W2055161703 @default.
- W2952348916 cites W2059158184 @default.
- W2952348916 cites W2060800135 @default.
- W2952348916 cites W2090641033 @default.
- W2952348916 cites W2093417821 @default.
- W2952348916 cites W2094694748 @default.
- W2952348916 cites W2109758867 @default.
- W2952348916 cites W2169616223 @default.
- W2952348916 cites W2801914510 @default.
- W2952348916 cites W2886757904 @default.
- W2952348916 cites W2903315753 @default.
- W2952348916 cites W2909926462 @default.
- W2952348916 doi "https://doi.org/10.1016/j.engstruct.2019.109316" @default.
- W2952348916 hasPublicationYear "2019" @default.
- W2952348916 type Work @default.
- W2952348916 sameAs 2952348916 @default.
- W2952348916 citedByCount "62" @default.
- W2952348916 countsByYear W29523489162019 @default.
- W2952348916 countsByYear W29523489162020 @default.
- W2952348916 countsByYear W29523489162021 @default.
- W2952348916 countsByYear W29523489162022 @default.
- W2952348916 countsByYear W29523489162023 @default.
- W2952348916 crossrefType "journal-article" @default.
- W2952348916 hasAuthorship W2952348916A5020141456 @default.
- W2952348916 hasAuthorship W2952348916A5050277506 @default.
- W2952348916 hasAuthorship W2952348916A5056078581 @default.
- W2952348916 hasAuthorship W2952348916A5074640978 @default.
- W2952348916 hasAuthorship W2952348916A5085513692 @default.
- W2952348916 hasConcept C121332964 @default.
- W2952348916 hasConcept C127413603 @default.
- W2952348916 hasConcept C134121241 @default.
- W2952348916 hasConcept C135628077 @default.
- W2952348916 hasConcept C159985019 @default.
- W2952348916 hasConcept C168834538 @default.
- W2952348916 hasConcept C179254644 @default.
- W2952348916 hasConcept C18555067 @default.
- W2952348916 hasConcept C192562407 @default.
- W2952348916 hasConcept C66938386 @default.
- W2952348916 hasConcept C70673446 @default.
- W2952348916 hasConcept C74650414 @default.
- W2952348916 hasConcept C87210426 @default.
- W2952348916 hasConceptScore W2952348916C121332964 @default.
- W2952348916 hasConceptScore W2952348916C127413603 @default.
- W2952348916 hasConceptScore W2952348916C134121241 @default.
- W2952348916 hasConceptScore W2952348916C135628077 @default.
- W2952348916 hasConceptScore W2952348916C159985019 @default.
- W2952348916 hasConceptScore W2952348916C168834538 @default.
- W2952348916 hasConceptScore W2952348916C179254644 @default.
- W2952348916 hasConceptScore W2952348916C18555067 @default.
- W2952348916 hasConceptScore W2952348916C192562407 @default.
- W2952348916 hasConceptScore W2952348916C66938386 @default.
- W2952348916 hasConceptScore W2952348916C70673446 @default.
- W2952348916 hasConceptScore W2952348916C74650414 @default.
- W2952348916 hasConceptScore W2952348916C87210426 @default.
- W2952348916 hasFunder F4320326964 @default.
- W2952348916 hasFunder F4320338074 @default.
- W2952348916 hasLocation W29523489161 @default.
- W2952348916 hasOpenAccess W2952348916 @default.
- W2952348916 hasPrimaryLocation W29523489161 @default.
- W2952348916 hasRelatedWork W2024890029 @default.
- W2952348916 hasRelatedWork W2048398681 @default.
- W2952348916 hasRelatedWork W215602163 @default.
- W2952348916 hasRelatedWork W2351529547 @default.
- W2952348916 hasRelatedWork W2369963008 @default.
- W2952348916 hasRelatedWork W2736698103 @default.
- W2952348916 hasRelatedWork W2901995937 @default.
- W2952348916 hasRelatedWork W3119199418 @default.
- W2952348916 hasRelatedWork W57987679 @default.
- W2952348916 hasRelatedWork W2183818994 @default.
- W2952348916 hasVolume "196" @default.
- W2952348916 isParatext "false" @default.
- W2952348916 isRetracted "false" @default.
- W2952348916 magId "2952348916" @default.
- W2952348916 workType "article" @default.