Matches in SemOpenAlex for { <https://semopenalex.org/work/W2381835892> ?p ?o ?g. }
Showing items 1 to 61 of
61
with 100 items per page.
- W2381835892 abstract "Nine specially shaped reinforced concrete(RC) columns with different limb lengths were tested under low reversed cyclic loadings.The influence of the flange on the shear resistance of specially shaped RC columns was studied.The truss-arch model is also used to study the stress of specially shaped columns at their ultimate shear limit state.The results show that the shear resistance is composed of two parts contributed by a truss model and an arch model,and the flange can promote the shear bearing capacity of specially shaped columns for it participates in the truss-arch action.At last,a formula based on the truss-arch model is presented to calculate the shear resistance of specially shaped RC columns by considering the flange.The calculated values are in good agreement with the experimental results." @default.
- W2381835892 created "2016-06-24" @default.
- W2381835892 creator A5074602557 @default.
- W2381835892 date "2009-01-01" @default.
- W2381835892 modified "2023-09-26" @default.
- W2381835892 title "SHEAR RESISTANCE STUDY ON SPECIALLY SHAPED RC COLUMNS WITH DIFFERENT LIMB LENGTHS" @default.
- W2381835892 hasPublicationYear "2009" @default.
- W2381835892 type Work @default.
- W2381835892 sameAs 2381835892 @default.
- W2381835892 citedByCount "3" @default.
- W2381835892 countsByYear W23818358922013 @default.
- W2381835892 countsByYear W23818358922020 @default.
- W2381835892 crossrefType "journal-article" @default.
- W2381835892 hasAuthorship W2381835892A5074602557 @default.
- W2381835892 hasConcept C11312509 @default.
- W2381835892 hasConcept C127413603 @default.
- W2381835892 hasConcept C159985019 @default.
- W2381835892 hasConcept C173534245 @default.
- W2381835892 hasConcept C187320778 @default.
- W2381835892 hasConcept C192562407 @default.
- W2381835892 hasConcept C21141959 @default.
- W2381835892 hasConcept C2778417280 @default.
- W2381835892 hasConcept C66938386 @default.
- W2381835892 hasConcept C96035792 @default.
- W2381835892 hasConceptScore W2381835892C11312509 @default.
- W2381835892 hasConceptScore W2381835892C127413603 @default.
- W2381835892 hasConceptScore W2381835892C159985019 @default.
- W2381835892 hasConceptScore W2381835892C173534245 @default.
- W2381835892 hasConceptScore W2381835892C187320778 @default.
- W2381835892 hasConceptScore W2381835892C192562407 @default.
- W2381835892 hasConceptScore W2381835892C21141959 @default.
- W2381835892 hasConceptScore W2381835892C2778417280 @default.
- W2381835892 hasConceptScore W2381835892C66938386 @default.
- W2381835892 hasConceptScore W2381835892C96035792 @default.
- W2381835892 hasLocation W23818358921 @default.
- W2381835892 hasOpenAccess W2381835892 @default.
- W2381835892 hasPrimaryLocation W23818358921 @default.
- W2381835892 hasRelatedWork W2002005289 @default.
- W2381835892 hasRelatedWork W2004029336 @default.
- W2381835892 hasRelatedWork W2046297545 @default.
- W2381835892 hasRelatedWork W2124076832 @default.
- W2381835892 hasRelatedWork W2144286606 @default.
- W2381835892 hasRelatedWork W2354812377 @default.
- W2381835892 hasRelatedWork W2361981329 @default.
- W2381835892 hasRelatedWork W2367724004 @default.
- W2381835892 hasRelatedWork W2371517511 @default.
- W2381835892 hasRelatedWork W2382670780 @default.
- W2381835892 hasRelatedWork W2383744632 @default.
- W2381835892 hasRelatedWork W2386450020 @default.
- W2381835892 hasRelatedWork W2388068372 @default.
- W2381835892 hasRelatedWork W2392957196 @default.
- W2381835892 hasRelatedWork W2565323907 @default.
- W2381835892 hasRelatedWork W2568455118 @default.
- W2381835892 hasRelatedWork W2758054739 @default.
- W2381835892 hasRelatedWork W2901716138 @default.
- W2381835892 hasRelatedWork W2974812145 @default.
- W2381835892 hasRelatedWork W3048380704 @default.
- W2381835892 isParatext "false" @default.
- W2381835892 isRetracted "false" @default.
- W2381835892 magId "2381835892" @default.
- W2381835892 workType "article" @default.