FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2899097257> ?p ?o ?g. }

• W2899097257 endingPage "843" @default.
• W2899097257 startingPage "829" @default.
• W2899097257 abstract "Beam-column joints are generally subjected to significant inelastic deformations and considerably contribute to storey drifts under seismic loading. It is vital to consider joint shear deformation and longitudinal bar slip in the finite element simulation, and neglecting these effects will lead to misleading results. A new macro beam-column joint element model was proposed to consider the influence of joint inelastic deformations for interior joint with stirrups. The proposed macro beam-column joint was developed based on the force transfer mechanisms and inelastic response mechanisms, using axial springs representing bar-slip mechanism of longitudinal reinforcement, concrete and reinforcement in the joint core and interface-shear. In the joint core, eight concrete components and eight reinforcement components worked together to contribute to the effect of joint shear deformation. Constitutive relationship was developed to define the response of proposed joint model based on the dimensions, geometric, and material properties. An applicable model was used for simulating strength reduction of confined concrete strut due to joint damage and cyclic load history. Modifications were made to provide a more reasonable simulation of the anchorage zone response. The numerical analysis results were compared with experimental data of six beam-column subassemblages to validate the proposed macro beam-column joint element model. The comparison between the simulated and the test results shows that the proposed joint model is able to simulate the hysteretic response, joint shear strength and joint shear deformation of the beam-column subassemblages. Additionally, the comparison of the simulated results between proposed joint model and available joint model indicates that the proposed joint model is more accurate and efficient." @default.
• W2899097257 created "2018-11-09" @default.
• W2899097257 creator A5008860566 @default.
• W2899097257 creator A5011830384 @default.
• W2899097257 creator A5073910191 @default.
• W2899097257 creator A5087748033 @default.
• W2899097257 date "2019-02-01" @default.
• W2899097257 modified "2023-09-27" @default.
• W2899097257 title "A proposed model for nonlinear analysis of RC beam-column joints under seismic loading" @default.
• W2899097257 cites W1639225505 @default.
• W2899097257 cites W1969760883 @default.
• W2899097257 cites W1983917791 @default.
• W2899097257 cites W1986168715 @default.
• W2899097257 cites W1990100658 @default.
• W2899097257 cites W2041303990 @default.
• W2899097257 cites W2046290313 @default.
• W2899097257 cites W2047063814 @default.
• W2899097257 cites W2060022901 @default.
• W2899097257 cites W2071770992 @default.
• W2899097257 cites W2077674941 @default.
• W2899097257 cites W2092493496 @default.
• W2899097257 cites W2346780302 @default.
• W2899097257 cites W2614848153 @default.
• W2899097257 cites W2740824401 @default.
• W2899097257 cites W2791399557 @default.
• W2899097257 cites W2794502019 @default.
• W2899097257 doi "https://doi.org/10.1016/j.engstruct.2018.09.068" @default.
• W2899097257 hasPublicationYear "2019" @default.
• W2899097257 type Work @default.
• W2899097257 sameAs 2899097257 @default.
• W2899097257 citedByCount "18" @default.
• W2899097257 countsByYear W28990972572019 @default.
• W2899097257 countsByYear W28990972572020 @default.
• W2899097257 countsByYear W28990972572021 @default.
• W2899097257 countsByYear W28990972572022 @default.
• W2899097257 countsByYear W28990972572023 @default.
• W2899097257 crossrefType "journal-article" @default.
• W2899097257 hasAuthorship W2899097257A5008860566 @default.
• W2899097257 hasAuthorship W2899097257A5011830384 @default.
• W2899097257 hasAuthorship W2899097257A5073910191 @default.
• W2899097257 hasAuthorship W2899097257A5087748033 @default.
• W2899097257 hasConcept C127413603 @default.
• W2899097257 hasConcept C135628077 @default.
• W2899097257 hasConcept C146978453 @default.
• W2899097257 hasConcept C159985019 @default.
• W2899097257 hasConcept C168834538 @default.
• W2899097257 hasConcept C18555067 @default.
• W2899097257 hasConcept C192562407 @default.
• W2899097257 hasConcept C195268267 @default.
• W2899097257 hasConcept C66938386 @default.
• W2899097257 hasConcept C96035792 @default.
• W2899097257 hasConceptScore W2899097257C127413603 @default.
• W2899097257 hasConceptScore W2899097257C135628077 @default.
• W2899097257 hasConceptScore W2899097257C146978453 @default.
• W2899097257 hasConceptScore W2899097257C159985019 @default.
• W2899097257 hasConceptScore W2899097257C168834538 @default.
• W2899097257 hasConceptScore W2899097257C18555067 @default.
• W2899097257 hasConceptScore W2899097257C192562407 @default.
• W2899097257 hasConceptScore W2899097257C195268267 @default.
• W2899097257 hasConceptScore W2899097257C66938386 @default.
• W2899097257 hasConceptScore W2899097257C96035792 @default.
• W2899097257 hasFunder F4320321001 @default.
• W2899097257 hasLocation W28990972571 @default.
• W2899097257 hasOpenAccess W2899097257 @default.
• W2899097257 hasPrimaryLocation W28990972571 @default.
• W2899097257 hasRelatedWork W1928743270 @default.
• W2899097257 hasRelatedWork W2079596811 @default.
• W2899097257 hasRelatedWork W221807853 @default.
• W2899097257 hasRelatedWork W2239869385 @default.
• W2899097257 hasRelatedWork W2350032752 @default.
• W2899097257 hasRelatedWork W2362478917 @default.
• W2899097257 hasRelatedWork W2366363060 @default.
• W2899097257 hasRelatedWork W2381670429 @default.
• W2899097257 hasRelatedWork W2899084033 @default.
• W2899097257 hasRelatedWork W3095347327 @default.
• W2899097257 hasVolume "180" @default.
• W2899097257 isParatext "false" @default.
• W2899097257 isRetracted "false" @default.
• W2899097257 magId "2899097257" @default.
• W2899097257 workType "article" @default.