Matches in SemOpenAlex for { <https://semopenalex.org/work/W1531339353> ?p ?o ?g. }
Showing items 1 to 80 of
80
with 100 items per page.
- W1531339353 endingPage "8" @default.
- W1531339353 startingPage "1" @default.
- W1531339353 abstract "Beam to column joint fractures on steel structures in Northridge earthquake produced some worries about the reliability of steel connections. Brittle fracture of bending joints indicated that ductility of construction materials doesn't ensure structure ductility, and structure geometry, loading type, and other specifications influence structure behavior. Stress (strain) concentration due to seismic moment changes may prevent distribution of plastic zone around joint, and this can be a justification for joint brittle fracture. RBS joint is one that came after Northridge earthquake, which is known as dog bone joint. In this kind of joint, by minimizing section of beam flange near support area (in which possibility of plastic joint formation is more), plastic joint is transferred from column side and joint area to inside beam and at proper interval with joint. To design this joint and achieve the goal of formation and development of plastic hinge in reduced area, many parameters must be considered. Panel zone is one of the most effective parts of a rigid steel joint. Resistance and stiffness value of panel zone has a large effect on behavior and performance of joints. This paper studies these kinds of joints and effects of changes in panel zone using cross-shaped substructure and ANSYS software. Regarding to the studies it was indicated that weak panel zone doesn't develop plastic hinge in beam, so collapses merely occurs in panel zone and joint area. In specimens with strong panel zone, because of elastic behavior of panel zone, all substructure energy is wasted in beam, so panel zone is not used efficiently." @default.
- W1531339353 created "2016-06-24" @default.
- W1531339353 creator A5007652775 @default.
- W1531339353 creator A5075477669 @default.
- W1531339353 date "2010-01-01" @default.
- W1531339353 modified "2023-09-23" @default.
- W1531339353 title "Study of Stiffness Effect of Panel Zone on Ductility of RBS Joint" @default.
- W1531339353 cites W1254467801 @default.
- W1531339353 cites W2017242715 @default.
- W1531339353 cites W3146031433 @default.
- W1531339353 hasPublicationYear "2010" @default.
- W1531339353 type Work @default.
- W1531339353 sameAs 1531339353 @default.
- W1531339353 citedByCount "0" @default.
- W1531339353 crossrefType "journal-article" @default.
- W1531339353 hasAuthorship W1531339353A5007652775 @default.
- W1531339353 hasAuthorship W1531339353A5075477669 @default.
- W1531339353 hasConcept C127413603 @default.
- W1531339353 hasConcept C136478896 @default.
- W1531339353 hasConcept C149912024 @default.
- W1531339353 hasConcept C159985019 @default.
- W1531339353 hasConcept C168834538 @default.
- W1531339353 hasConcept C18555067 @default.
- W1531339353 hasConcept C187320778 @default.
- W1531339353 hasConcept C192562407 @default.
- W1531339353 hasConcept C2776512210 @default.
- W1531339353 hasConcept C2778417280 @default.
- W1531339353 hasConcept C2778510302 @default.
- W1531339353 hasConcept C2779372316 @default.
- W1531339353 hasConcept C43369102 @default.
- W1531339353 hasConcept C44000306 @default.
- W1531339353 hasConcept C66938386 @default.
- W1531339353 hasConcept C99679407 @default.
- W1531339353 hasConceptScore W1531339353C127413603 @default.
- W1531339353 hasConceptScore W1531339353C136478896 @default.
- W1531339353 hasConceptScore W1531339353C149912024 @default.
- W1531339353 hasConceptScore W1531339353C159985019 @default.
- W1531339353 hasConceptScore W1531339353C168834538 @default.
- W1531339353 hasConceptScore W1531339353C18555067 @default.
- W1531339353 hasConceptScore W1531339353C187320778 @default.
- W1531339353 hasConceptScore W1531339353C192562407 @default.
- W1531339353 hasConceptScore W1531339353C2776512210 @default.
- W1531339353 hasConceptScore W1531339353C2778417280 @default.
- W1531339353 hasConceptScore W1531339353C2778510302 @default.
- W1531339353 hasConceptScore W1531339353C2779372316 @default.
- W1531339353 hasConceptScore W1531339353C43369102 @default.
- W1531339353 hasConceptScore W1531339353C44000306 @default.
- W1531339353 hasConceptScore W1531339353C66938386 @default.
- W1531339353 hasConceptScore W1531339353C99679407 @default.
- W1531339353 hasIssue "1" @default.
- W1531339353 hasLocation W15313393531 @default.
- W1531339353 hasOpenAccess W1531339353 @default.
- W1531339353 hasPrimaryLocation W15313393531 @default.
- W1531339353 hasRelatedWork W1526158996 @default.
- W1531339353 hasRelatedWork W1578753476 @default.
- W1531339353 hasRelatedWork W1975386482 @default.
- W1531339353 hasRelatedWork W2071921983 @default.
- W1531339353 hasRelatedWork W2352661170 @default.
- W1531339353 hasRelatedWork W2364022578 @default.
- W1531339353 hasRelatedWork W2368873271 @default.
- W1531339353 hasRelatedWork W2374303821 @default.
- W1531339353 hasRelatedWork W2380477710 @default.
- W1531339353 hasRelatedWork W2384876984 @default.
- W1531339353 hasRelatedWork W2387141459 @default.
- W1531339353 hasRelatedWork W2387904818 @default.
- W1531339353 hasRelatedWork W2912044085 @default.
- W1531339353 hasRelatedWork W2999513758 @default.
- W1531339353 hasRelatedWork W3000931296 @default.
- W1531339353 hasRelatedWork W3002829414 @default.
- W1531339353 hasRelatedWork W3080996054 @default.
- W1531339353 hasRelatedWork W3085595576 @default.
- W1531339353 hasRelatedWork W3134972504 @default.
- W1531339353 hasRelatedWork W3172900643 @default.
- W1531339353 hasVolume "1" @default.
- W1531339353 isParatext "false" @default.
- W1531339353 isRetracted "false" @default.
- W1531339353 magId "1531339353" @default.
- W1531339353 workType "article" @default.