Matches in SemOpenAlex for { <https://semopenalex.org/work/W2026175389> ?p ?o ?g. }
Showing items 1 to 72 of
72
with 100 items per page.
- W2026175389 endingPage "1280" @default.
- W2026175389 startingPage "1276" @default.
- W2026175389 abstract "To reduce the construction cost of the domestic promotion of the new prefabricated concrete shear wall structure system which is promoted in our country. To analyze the factors which can affect the load-carrying capacity and seismic performance of shear wall, including the axial compression ratio, the concrete strength, the reinforcement ratio and some other factors. Among all these factors, the axial compression ratio is the main factor influencing the seismic performance and the section ductility [1]. This paper adopts the ANSYS finite element analysis program, operating a nonlinear analysis on the performance of the precast shear wall when it is with one-way loading, studying the axial compression ratio's effect on the bearing capacity and deformability of the precast shear wall. According to the finite element analysis, when the axial compression ratio is between 0.2 to 0.4 and as it rises, the specimen's bearing capacity and stiffness will increases while deformability and ductility will decrease. Through the finite element analysis, we can provide reliable theory basis for the performance of the precast shear wall when it is with one-way loading." @default.
- W2026175389 created "2016-06-24" @default.
- W2026175389 creator A5009337595 @default.
- W2026175389 creator A5023251272 @default.
- W2026175389 creator A5032980935 @default.
- W2026175389 creator A5067836053 @default.
- W2026175389 creator A5086348845 @default.
- W2026175389 creator A5091199467 @default.
- W2026175389 date "2013-01-01" @default.
- W2026175389 modified "2023-10-16" @default.
- W2026175389 title "Finite Element Analysis of the Precast Shear Walls" @default.
- W2026175389 cites W2362784925 @default.
- W2026175389 cites W2380366353 @default.
- W2026175389 cites W2384147017 @default.
- W2026175389 doi "https://doi.org/10.4028/www.scientific.net/amm.275-277.1276" @default.
- W2026175389 hasPublicationYear "2013" @default.
- W2026175389 type Work @default.
- W2026175389 sameAs 2026175389 @default.
- W2026175389 citedByCount "0" @default.
- W2026175389 crossrefType "journal-article" @default.
- W2026175389 hasAuthorship W2026175389A5009337595 @default.
- W2026175389 hasAuthorship W2026175389A5023251272 @default.
- W2026175389 hasAuthorship W2026175389A5032980935 @default.
- W2026175389 hasAuthorship W2026175389A5067836053 @default.
- W2026175389 hasAuthorship W2026175389A5086348845 @default.
- W2026175389 hasAuthorship W2026175389A5091199467 @default.
- W2026175389 hasConcept C125450124 @default.
- W2026175389 hasConcept C127413603 @default.
- W2026175389 hasConcept C135628077 @default.
- W2026175389 hasConcept C135677250 @default.
- W2026175389 hasConcept C149912024 @default.
- W2026175389 hasConcept C159985019 @default.
- W2026175389 hasConcept C170901245 @default.
- W2026175389 hasConcept C187320778 @default.
- W2026175389 hasConcept C192562407 @default.
- W2026175389 hasConcept C2776512210 @default.
- W2026175389 hasConcept C2779372316 @default.
- W2026175389 hasConcept C66938386 @default.
- W2026175389 hasConcept C96035792 @default.
- W2026175389 hasConceptScore W2026175389C125450124 @default.
- W2026175389 hasConceptScore W2026175389C127413603 @default.
- W2026175389 hasConceptScore W2026175389C135628077 @default.
- W2026175389 hasConceptScore W2026175389C135677250 @default.
- W2026175389 hasConceptScore W2026175389C149912024 @default.
- W2026175389 hasConceptScore W2026175389C159985019 @default.
- W2026175389 hasConceptScore W2026175389C170901245 @default.
- W2026175389 hasConceptScore W2026175389C187320778 @default.
- W2026175389 hasConceptScore W2026175389C192562407 @default.
- W2026175389 hasConceptScore W2026175389C2776512210 @default.
- W2026175389 hasConceptScore W2026175389C2779372316 @default.
- W2026175389 hasConceptScore W2026175389C66938386 @default.
- W2026175389 hasConceptScore W2026175389C96035792 @default.
- W2026175389 hasLocation W20261753891 @default.
- W2026175389 hasOpenAccess W2026175389 @default.
- W2026175389 hasPrimaryLocation W20261753891 @default.
- W2026175389 hasRelatedWork W2043200882 @default.
- W2026175389 hasRelatedWork W2153780873 @default.
- W2026175389 hasRelatedWork W2350554426 @default.
- W2026175389 hasRelatedWork W2392376798 @default.
- W2026175389 hasRelatedWork W2393145056 @default.
- W2026175389 hasRelatedWork W2923340733 @default.
- W2026175389 hasRelatedWork W3158036726 @default.
- W2026175389 hasRelatedWork W4294884080 @default.
- W2026175389 hasRelatedWork W4360862807 @default.
- W2026175389 hasRelatedWork W4366976973 @default.
- W2026175389 hasVolume "275-277" @default.
- W2026175389 isParatext "false" @default.
- W2026175389 isRetracted "false" @default.
- W2026175389 magId "2026175389" @default.
- W2026175389 workType "article" @default.