FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4293914595> ?p ?o ?g. }

• W4293914595 endingPage "367" @default.
• W4293914595 startingPage "354" @default.
• W4293914595 abstract "The objective of this study is to examine the seismic performance of exterior and interior types of an emulative precast beam to column connection, constructed with grouted steel dowel bar and cast-in-situ concrete under quasi-static reversed cyclic loading. The dowel bar connection between the precast structural elements is achieved by inserting the dowel bar into the column corbel's holes and the precast portion of the beam. To secure the dowel bar's anchorage, these holes are packed with non-shrinkage grout and then cast-in-situ concreting is done in the joint core and the entire upper segment of the precast beam. In the past, particularly after an earthquake in the Emilia-Romagna region of Italy in May 2012 (Ercolino, Magliulo, & Manfredi, 2016), witnessed damage to precast reinforced concrete structures was more likely to occur in the precast beam-column joint section. Hence, it’s essential to improve the performance of the beam-column joint to withstand all possible lateral load combinations, which are to be included in the design and detailing of the precast structural components. This study analyzed an eight-story RC frame building for earthquake loading using Staad.Pro software. The exterior and interior types of proposed beam-column connections were designed and detailed using the design forces and moments computed by the Staad.Pro analysis, in accordance with the Indian standard codes (IS 456, 2000), (IS 1893, 2016)and (IS 13920, 2016). The beam-column joint behavior under quasi-static cyclic loading was studied using one-third scaled-down test specimens, i.e., monolithic (MBC-EJ & MBC-IJ) and emulative beam-column (EBC-EJ & EBC-IJ) exterior and interior joints. In that proposed emulative connection, the structural continuity and compatibility between the precast elements were achieved through the corbel with the dowel bar and cast-in-situ concreting. The test specimen’s ultimate and yield load carrying capacity, energy dissipation capacity, stiffness degradation, and ductility parameters were determined based on the obtained load-displacement hysteresis relationship. Based on the findings, the precast exterior joint specimens (EBC-EJ) were found to be 14.36% more ductile and 13.23% more energy dissipative than monolithic exterior joint specimens (MBC-EJ). Similarly, precast interior joint specimens (EBC-IJ) outperformed monolithic interior joint specimens (MBC-IJ) by 6.27% more ductility and 16.86% more energy dissipation. Therefore, the experimental results confirmed that using grouted dowel bars and wet concreting in the joint area enhances rigidity and structural continuity, as well as improves the ultimate strength of precast connections to a level that closely resembles typical monolithic beam-column joints." @default.
• W4293914595 created "2022-09-01" @default.
• W4293914595 creator A5030126004 @default.
• W4293914595 creator A5037998238 @default.
• W4293914595 date "2022-01-01" @default.
• W4293914595 modified "2023-10-04" @default.
• W4293914595 title "Cyclic performance of emulative precast beam to column con-nection with corbel using dowel bar" @default.
• W4293914595 doi "https://doi.org/10.7764/rdlc.21.2.354" @default.
• W4293914595 hasPublicationYear "2022" @default.
• W4293914595 type Work @default.
• W4293914595 citedByCount "0" @default.
• W4293914595 crossrefType "journal-article" @default.
• W4293914595 hasAuthorship W4293914595A5030126004 @default.
• W4293914595 hasAuthorship W4293914595A5037998238 @default.
• W4293914595 hasBestOaLocation W42939145951 @default.
• W4293914595 hasConcept C111368507 @default.
• W4293914595 hasConcept C125450124 @default.
• W4293914595 hasConcept C127313418 @default.
• W4293914595 hasConcept C127413603 @default.
• W4293914595 hasConcept C13355873 @default.
• W4293914595 hasConcept C168834538 @default.
• W4293914595 hasConcept C18555067 @default.
• W4293914595 hasConcept C188721877 @default.
• W4293914595 hasConcept C192562407 @default.
• W4293914595 hasConcept C2776266710 @default.
• W4293914595 hasConcept C2780551164 @default.
• W4293914595 hasConcept C66938386 @default.
• W4293914595 hasConceptScore W4293914595C111368507 @default.
• W4293914595 hasConceptScore W4293914595C125450124 @default.
• W4293914595 hasConceptScore W4293914595C127313418 @default.
• W4293914595 hasConceptScore W4293914595C127413603 @default.
• W4293914595 hasConceptScore W4293914595C13355873 @default.
• W4293914595 hasConceptScore W4293914595C168834538 @default.
• W4293914595 hasConceptScore W4293914595C18555067 @default.
• W4293914595 hasConceptScore W4293914595C188721877 @default.
• W4293914595 hasConceptScore W4293914595C192562407 @default.
• W4293914595 hasConceptScore W4293914595C2776266710 @default.
• W4293914595 hasConceptScore W4293914595C2780551164 @default.
• W4293914595 hasConceptScore W4293914595C66938386 @default.
• W4293914595 hasIssue "2" @default.
• W4293914595 hasLocation W42939145951 @default.
• W4293914595 hasLocation W42939145952 @default.
• W4293914595 hasOpenAccess W4293914595 @default.
• W4293914595 hasPrimaryLocation W42939145951 @default.
• W4293914595 hasRelatedWork W1570666556 @default.
• W4293914595 hasRelatedWork W1976782913 @default.
• W4293914595 hasRelatedWork W2014401592 @default.
• W4293914595 hasRelatedWork W2311339956 @default.
• W4293914595 hasRelatedWork W2351223753 @default.
• W4293914595 hasRelatedWork W2389324249 @default.
• W4293914595 hasRelatedWork W2466144520 @default.
• W4293914595 hasRelatedWork W2573627451 @default.
• W4293914595 hasRelatedWork W2971569017 @default.
• W4293914595 hasRelatedWork W4303617252 @default.
• W4293914595 hasVolume "21" @default.
• W4293914595 isParatext "false" @default.
• W4293914595 isRetracted "false" @default.
• W4293914595 workType "article" @default.