Matches in SemOpenAlex for { <https://semopenalex.org/work/W2368049503> ?p ?o ?g. }
Showing items 1 to 63 of
63
with 100 items per page.
- W2368049503 abstract "The seismic investigation shows the unavoidable shear failure of columns. For more reliable design method of ductility reinforced concrete columns the shear tests of 10 columns and analysis under cyclic load have been made. In the paper based on all of the experiment achievement the truss-arch model is adopted up to analyze the shear capacity and shear failure mechanism of columns within yield hinge region. The shear contribution of concrete and transverse reinforcement, the mechanic response of various displacement ductility factors under the cyclic load, and so on are studied by truss-arch model. A seismic shear capacity equation for ductility and non-ductility columns is proposed to account for the reduced shear contribution of concrete corresponding to the large displacement ductility levels. The columns'limited transverse displacement within the yielding hinge region is also discussed. The seismic shear capacity equation for the columns with various ductility levels is suggested by using statistical method on the basis of test data collected from Japan and China." @default.
- W2368049503 created "2016-06-24" @default.
- W2368049503 creator A5051229707 @default.
- W2368049503 date "2005-01-01" @default.
- W2368049503 modified "2023-09-23" @default.
- W2368049503 title "Research on mechanism of seismic shear capacity of rehlforced concrete frame columns within yield hinge regions under cyclic shear" @default.
- W2368049503 hasPublicationYear "2005" @default.
- W2368049503 type Work @default.
- W2368049503 sameAs 2368049503 @default.
- W2368049503 citedByCount "0" @default.
- W2368049503 crossrefType "journal-article" @default.
- W2368049503 hasAuthorship W2368049503A5051229707 @default.
- W2368049503 hasConcept C127313418 @default.
- W2368049503 hasConcept C127413603 @default.
- W2368049503 hasConcept C149912024 @default.
- W2368049503 hasConcept C159985019 @default.
- W2368049503 hasConcept C173534245 @default.
- W2368049503 hasConcept C182358397 @default.
- W2368049503 hasConcept C187320778 @default.
- W2368049503 hasConcept C192562407 @default.
- W2368049503 hasConcept C2776512210 @default.
- W2368049503 hasConcept C44000306 @default.
- W2368049503 hasConcept C66938386 @default.
- W2368049503 hasConcept C96035792 @default.
- W2368049503 hasConceptScore W2368049503C127313418 @default.
- W2368049503 hasConceptScore W2368049503C127413603 @default.
- W2368049503 hasConceptScore W2368049503C149912024 @default.
- W2368049503 hasConceptScore W2368049503C159985019 @default.
- W2368049503 hasConceptScore W2368049503C173534245 @default.
- W2368049503 hasConceptScore W2368049503C182358397 @default.
- W2368049503 hasConceptScore W2368049503C187320778 @default.
- W2368049503 hasConceptScore W2368049503C192562407 @default.
- W2368049503 hasConceptScore W2368049503C2776512210 @default.
- W2368049503 hasConceptScore W2368049503C44000306 @default.
- W2368049503 hasConceptScore W2368049503C66938386 @default.
- W2368049503 hasConceptScore W2368049503C96035792 @default.
- W2368049503 hasLocation W23680495031 @default.
- W2368049503 hasOpenAccess W2368049503 @default.
- W2368049503 hasPrimaryLocation W23680495031 @default.
- W2368049503 hasRelatedWork W1504728473 @default.
- W2368049503 hasRelatedWork W1968518098 @default.
- W2368049503 hasRelatedWork W2085232288 @default.
- W2368049503 hasRelatedWork W2365897372 @default.
- W2368049503 hasRelatedWork W2366467705 @default.
- W2368049503 hasRelatedWork W2366950270 @default.
- W2368049503 hasRelatedWork W2380067566 @default.
- W2368049503 hasRelatedWork W2380424976 @default.
- W2368049503 hasRelatedWork W2382090226 @default.
- W2368049503 hasRelatedWork W2382648568 @default.
- W2368049503 hasRelatedWork W2385188959 @default.
- W2368049503 hasRelatedWork W2489929009 @default.
- W2368049503 hasRelatedWork W2507070827 @default.
- W2368049503 hasRelatedWork W2514271137 @default.
- W2368049503 hasRelatedWork W2801337333 @default.
- W2368049503 hasRelatedWork W2922197902 @default.
- W2368049503 hasRelatedWork W3116348713 @default.
- W2368049503 hasRelatedWork W3118073359 @default.
- W2368049503 hasRelatedWork W3212905802 @default.
- W2368049503 hasRelatedWork W1896080995 @default.
- W2368049503 isParatext "false" @default.
- W2368049503 isRetracted "false" @default.
- W2368049503 magId "2368049503" @default.
- W2368049503 workType "article" @default.