Matches in SemOpenAlex for { <https://semopenalex.org/work/W4366425344> ?p ?o ?g. }
Showing items 1 to 48 of
48
with 100 items per page.
- W4366425344 endingPage "32" @default.
- W4366425344 startingPage "24" @default.
- W4366425344 abstract "In this study, exterior beam-column joints with various concrete compressive strengths were investigated for their seismic performance. Using ANSYS software, a total of three external beam-column junctions were created and examined under reversed cyclic loads. Column-to-beam joints were affected by the concrete's compressive strength ratio. Modelling and analysis are performed on specimens with column-to-beam concrete compressive strength ratios of 1, 2, and 3 while maintaining a constant concrete compressive strength for the beam. The findings show that as the compressive strength of the concrete in the column is raised, the overall performance of the beam-column junction improves." @default.
- W4366425344 created "2023-04-21" @default.
- W4366425344 date "2023-04-15" @default.
- W4366425344 modified "2023-10-07" @default.
- W4366425344 title "Seismic Performance of Beam-Column Joint With Different Compressive Strength Ratio’s" @default.
- W4366425344 doi "https://doi.org/10.46610/joccs.2023.v08i01.005" @default.
- W4366425344 hasPublicationYear "2023" @default.
- W4366425344 type Work @default.
- W4366425344 citedByCount "0" @default.
- W4366425344 crossrefType "journal-article" @default.
- W4366425344 hasConcept C127413603 @default.
- W4366425344 hasConcept C13355873 @default.
- W4366425344 hasConcept C159985019 @default.
- W4366425344 hasConcept C168834538 @default.
- W4366425344 hasConcept C18555067 @default.
- W4366425344 hasConcept C192562407 @default.
- W4366425344 hasConcept C2780551164 @default.
- W4366425344 hasConcept C30407753 @default.
- W4366425344 hasConcept C66938386 @default.
- W4366425344 hasConceptScore W4366425344C127413603 @default.
- W4366425344 hasConceptScore W4366425344C13355873 @default.
- W4366425344 hasConceptScore W4366425344C159985019 @default.
- W4366425344 hasConceptScore W4366425344C168834538 @default.
- W4366425344 hasConceptScore W4366425344C18555067 @default.
- W4366425344 hasConceptScore W4366425344C192562407 @default.
- W4366425344 hasConceptScore W4366425344C2780551164 @default.
- W4366425344 hasConceptScore W4366425344C30407753 @default.
- W4366425344 hasConceptScore W4366425344C66938386 @default.
- W4366425344 hasIssue "1" @default.
- W4366425344 hasLocation W43664253441 @default.
- W4366425344 hasOpenAccess W4366425344 @default.
- W4366425344 hasPrimaryLocation W43664253441 @default.
- W4366425344 hasRelatedWork W1992594007 @default.
- W4366425344 hasRelatedWork W2031724997 @default.
- W4366425344 hasRelatedWork W2183641921 @default.
- W4366425344 hasRelatedWork W2187892851 @default.
- W4366425344 hasRelatedWork W2260765559 @default.
- W4366425344 hasRelatedWork W2367885089 @default.
- W4366425344 hasRelatedWork W2375690204 @default.
- W4366425344 hasRelatedWork W2788285754 @default.
- W4366425344 hasRelatedWork W2912294617 @default.
- W4366425344 hasRelatedWork W567636639 @default.
- W4366425344 hasVolume "8" @default.
- W4366425344 isParatext "false" @default.
- W4366425344 isRetracted "false" @default.
- W4366425344 workType "article" @default.