FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3024123102> ?p ?o ?g. }

• W3024123102 endingPage "110729" @default.
• W3024123102 startingPage "110729" @default.
• W3024123102 abstract "The conventional assembled monolithic grouted sleeve connection of column–column joints continues to require in situ grouting, which has certain disadvantages, including the necessity of wet construction. Compared with cast-in-situ columns, its seismic performance is relatively insufficient in terms of deformation and energy dissipation capacity. In this paper, a new type of precast concrete column–column joint and its corresponding column base joint with a steel jacket for confining the concrete core and bolted flange plate is proposed to achieve rapid erection. Six specimens are tested at a high axial compression ratio and cyclic reversed loading, including three precast column–column joints with bolted flange plate, one column base joint with bolted flange plate, one grouted sleeve connection joint, and one cast-in-situ column. This study focuses on the effects of the ratio of longitudinal reinforcement to the gap between the steel jacket and upper concrete on seismic performances. Test results indicate that this new joint is reliable, and all failure modes involve the flexural failure of the precast upper column. The influence of tensile reinforcement on the out-of-plane deformation of the flange plate is minimal. Compared to the cast-in-situ column, the column with a flange plate connection has a more gradual crack development, a slightly higher resistance, an improved ductility, and a better energy dissipation capacity. With the increase in longitudinal reinforcement ratio, the confining effect of the steel jacket on the concrete core becomes more distinct. The gap between the steel jacket and upper concrete could effectively delay the compressive damage on the concrete surface. Finally, considering the confining effect of the steel jacket, the flexural capacity of the proposed precast column is determined using the fiber model. The predicted results approximate the test values and are all within the safe range." @default.
• W3024123102 created "2020-05-21" @default.
• W3024123102 creator A5005975318 @default.
• W3024123102 creator A5023331358 @default.
• W3024123102 creator A5060165452 @default.
• W3024123102 creator A5083772295 @default.
• W3024123102 creator A5089732094 @default.
• W3024123102 date "2020-08-01" @default.
• W3024123102 modified "2023-10-14" @default.
• W3024123102 title "Experimental investigation on seismic performance of mechanical joints with bolted flange plate for precast concrete column" @default.
• W3024123102 cites W1969760883 @default.
• W3024123102 cites W1977350810 @default.
• W3024123102 cites W1982314362 @default.
• W3024123102 cites W1987862229 @default.
• W3024123102 cites W1992629306 @default.
• W3024123102 cites W2019106196 @default.
• W3024123102 cites W2021368792 @default.
• W3024123102 cites W2027085528 @default.
• W3024123102 cites W2035162604 @default.
• W3024123102 cites W2048847676 @default.
• W3024123102 cites W2068698778 @default.
• W3024123102 cites W2072019769 @default.
• W3024123102 cites W2078271488 @default.
• W3024123102 cites W2086068918 @default.
• W3024123102 cites W2105137276 @default.
• W3024123102 cites W2146003309 @default.
• W3024123102 cites W2316004697 @default.
• W3024123102 cites W2317407520 @default.
• W3024123102 cites W2320376898 @default.
• W3024123102 cites W2320639307 @default.
• W3024123102 cites W2328813472 @default.
• W3024123102 cites W2331986481 @default.
• W3024123102 cites W2333213929 @default.
• W3024123102 cites W2489439791 @default.
• W3024123102 cites W2523735589 @default.
• W3024123102 cites W2545542460 @default.
• W3024123102 cites W2562868458 @default.
• W3024123102 cites W2584583940 @default.
• W3024123102 cites W2584824253 @default.
• W3024123102 cites W2588391405 @default.
• W3024123102 cites W2778654505 @default.
• W3024123102 cites W2884755826 @default.
• W3024123102 cites W2886221945 @default.
• W3024123102 cites W2922163831 @default.
• W3024123102 cites W2988518820 @default.
• W3024123102 cites W3008575054 @default.
• W3024123102 cites W573844698 @default.
• W3024123102 doi "https://doi.org/10.1016/j.engstruct.2020.110729" @default.
• W3024123102 hasPublicationYear "2020" @default.
• W3024123102 type Work @default.
• W3024123102 sameAs 3024123102 @default.
• W3024123102 citedByCount "9" @default.
• W3024123102 countsByYear W30241231022021 @default.
• W3024123102 countsByYear W30241231022022 @default.
• W3024123102 countsByYear W30241231022023 @default.
• W3024123102 crossrefType "journal-article" @default.
• W3024123102 hasAuthorship W3024123102A5005975318 @default.
• W3024123102 hasAuthorship W3024123102A5023331358 @default.
• W3024123102 hasAuthorship W3024123102A5060165452 @default.
• W3024123102 hasAuthorship W3024123102A5083772295 @default.
• W3024123102 hasAuthorship W3024123102A5089732094 @default.
• W3024123102 hasConcept C112950240 @default.
• W3024123102 hasConcept C121332964 @default.
• W3024123102 hasConcept C125450124 @default.
• W3024123102 hasConcept C127413603 @default.
• W3024123102 hasConcept C13355873 @default.
• W3024123102 hasConcept C135402231 @default.
• W3024123102 hasConcept C149912024 @default.
• W3024123102 hasConcept C159985019 @default.
• W3024123102 hasConcept C18555067 @default.
• W3024123102 hasConcept C192562407 @default.
• W3024123102 hasConcept C204366326 @default.
• W3024123102 hasConcept C2776512210 @default.
• W3024123102 hasConcept C2778417280 @default.
• W3024123102 hasConcept C2780551164 @default.
• W3024123102 hasConcept C66938386 @default.
• W3024123102 hasConcept C97355855 @default.
• W3024123102 hasConceptScore W3024123102C112950240 @default.
• W3024123102 hasConceptScore W3024123102C121332964 @default.
• W3024123102 hasConceptScore W3024123102C125450124 @default.
• W3024123102 hasConceptScore W3024123102C127413603 @default.
• W3024123102 hasConceptScore W3024123102C13355873 @default.
• W3024123102 hasConceptScore W3024123102C135402231 @default.
• W3024123102 hasConceptScore W3024123102C149912024 @default.
• W3024123102 hasConceptScore W3024123102C159985019 @default.
• W3024123102 hasConceptScore W3024123102C18555067 @default.
• W3024123102 hasConceptScore W3024123102C192562407 @default.
• W3024123102 hasConceptScore W3024123102C204366326 @default.
• W3024123102 hasConceptScore W3024123102C2776512210 @default.
• W3024123102 hasConceptScore W3024123102C2778417280 @default.
• W3024123102 hasConceptScore W3024123102C2780551164 @default.
• W3024123102 hasConceptScore W3024123102C66938386 @default.
• W3024123102 hasConceptScore W3024123102C97355855 @default.
• W3024123102 hasLocation W30241231021 @default.
• W3024123102 hasOpenAccess W3024123102 @default.
• W3024123102 hasPrimaryLocation W30241231021 @default.
• W3024123102 hasRelatedWork W1976594089 @default.
• W3024123102 hasRelatedWork W2348487021 @default.

• next