Matches in SemOpenAlex for { <https://semopenalex.org/work/W4285446099> ?p ?o ?g. }
Showing items 1 to 62 of
62
with 100 items per page.
- W4285446099 endingPage "59" @default.
- W4285446099 startingPage "49" @default.
- W4285446099 abstract "Joint beam-columns are the main structural components that function to support other structural loads. The beam-column relationship area is a critical area that needs to be designed to be truly accurate so that it can dissipate energy properly well in the event of an earthquake happen. As a structural component with the role and function, column joint beams occupy important positions in the building. The ability of column joint beams to deform cyclic loads in the inelastic region provides a good structure, so as to minimize damage caused by earthquake shaking. The failure of column joint beams directly affects other structural components associated with it. The purpose of this study was to study the ability of building structures on concrete column beam joint elements to resist cyclic load with reinforcement reinforcement in accordance with SK SNI T-15-1991. Test specimens amounted to 1 (one) with a concrete quality of 19.17 MPa. The beam measuring 120 x 30 x 40 cm, column measuring 30 x 30 x 200 cm using reinforcement 8, 13.4 mm with a melting voltage (fy) 310,03 MPa and stirrup reinforcement Ø9.8-100 mm with melting stress (fy) 374,59 MPa. The test was carried out by giving a cyclic load to the end of the beam with 0.75 mm, 1.5 mm, 3 mm, 6 mm, 12 mm, 24 mm and monotonic loading, until the specimen was destroyed. The results achieved in this study are the use of reinforcement reinforcement according to SK SNI T-15-1991-03 the capacity of the cyclic load produced is higher, namely 6,97 tf (press) and 5.09 tf (tensile)." @default.
- W4285446099 created "2022-07-15" @default.
- W4285446099 creator A5029653950 @default.
- W4285446099 creator A5048817356 @default.
- W4285446099 creator A5090176148 @default.
- W4285446099 creator A5090687453 @default.
- W4285446099 date "2021-06-29" @default.
- W4285446099 modified "2023-09-29" @default.
- W4285446099 title "ANALISIS PERLAKUAN JOINT BALOK KOLOM TERHADAP BEBAN SIKLIK DENGAN PENAMBAHAN SENGKANG PADA JOINT SESUAI SK SNI T-15-1991-03" @default.
- W4285446099 doi "https://doi.org/10.24815/jarsp.v4i2.18859" @default.
- W4285446099 hasPublicationYear "2021" @default.
- W4285446099 type Work @default.
- W4285446099 citedByCount "0" @default.
- W4285446099 crossrefType "journal-article" @default.
- W4285446099 hasAuthorship W4285446099A5029653950 @default.
- W4285446099 hasAuthorship W4285446099A5048817356 @default.
- W4285446099 hasAuthorship W4285446099A5090176148 @default.
- W4285446099 hasAuthorship W4285446099A5090687453 @default.
- W4285446099 hasBestOaLocation W42854460991 @default.
- W4285446099 hasConcept C123060433 @default.
- W4285446099 hasConcept C127413603 @default.
- W4285446099 hasConcept C13355873 @default.
- W4285446099 hasConcept C159985019 @default.
- W4285446099 hasConcept C168834538 @default.
- W4285446099 hasConcept C18555067 @default.
- W4285446099 hasConcept C192562407 @default.
- W4285446099 hasConcept C2776021025 @default.
- W4285446099 hasConcept C2780551164 @default.
- W4285446099 hasConcept C66938386 @default.
- W4285446099 hasConcept C67203356 @default.
- W4285446099 hasConceptScore W4285446099C123060433 @default.
- W4285446099 hasConceptScore W4285446099C127413603 @default.
- W4285446099 hasConceptScore W4285446099C13355873 @default.
- W4285446099 hasConceptScore W4285446099C159985019 @default.
- W4285446099 hasConceptScore W4285446099C168834538 @default.
- W4285446099 hasConceptScore W4285446099C18555067 @default.
- W4285446099 hasConceptScore W4285446099C192562407 @default.
- W4285446099 hasConceptScore W4285446099C2776021025 @default.
- W4285446099 hasConceptScore W4285446099C2780551164 @default.
- W4285446099 hasConceptScore W4285446099C66938386 @default.
- W4285446099 hasConceptScore W4285446099C67203356 @default.
- W4285446099 hasIssue "2" @default.
- W4285446099 hasLocation W42854460991 @default.
- W4285446099 hasLocation W42854460992 @default.
- W4285446099 hasOpenAccess W4285446099 @default.
- W4285446099 hasPrimaryLocation W42854460991 @default.
- W4285446099 hasRelatedWork W1966288897 @default.
- W4285446099 hasRelatedWork W2239869385 @default.
- W4285446099 hasRelatedWork W2552918437 @default.
- W4285446099 hasRelatedWork W2888008617 @default.
- W4285446099 hasRelatedWork W3047468895 @default.
- W4285446099 hasRelatedWork W4206926539 @default.
- W4285446099 hasRelatedWork W4221041521 @default.
- W4285446099 hasRelatedWork W4313197756 @default.
- W4285446099 hasRelatedWork W4367040491 @default.
- W4285446099 hasRelatedWork W585999760 @default.
- W4285446099 hasVolume "4" @default.
- W4285446099 isParatext "false" @default.
- W4285446099 isRetracted "false" @default.
- W4285446099 workType "article" @default.