FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2914314772> ?p ?o ?g. }

• W2914314772 abstract "Summary In order to promote industrial production of reinforced concrete shear wall, a typical partly precast reinforced concrete shear wall with both end boundary elements cast‐in‐situ and the other part precast is experimentally studied. In this paper, three L‐shaped specimens of this kind and one completely cast‐in‐situ specimen as a control group are tested under low‐frequency cyclic loading to investigate their safety, applicability, and different characteristics. For the partly precast specimen, the vertical distributed reinforcements of precast part are equivalently spliced by grouting sleeves arranged along the center line of the wall whereas the horizontal reinforcements are directly anchored into the cast‐in‐situ boundary elements. During the test, the axial compression ratio of these specimens is fixed at 0.2, 0.3, and 0.5, respectively. Such test phenomena and test data including failure modes, yielding load and displacement, the skeleton curve, energy dissipation, stiffness degradation, ductility, and so on are observed, analyzed, and compared. Chinese code and American Concrete Institute code are adopted to estimate the bearing capacity. Results show that the partly precast specimens have good integrity. With the increase of axial compression ratio, the bearing capacity of these partly precast specimens increases whereas the ductility decreases. It is also found that the partly precast specimens have slightly lower bearing capacity compared with the cast‐in‐situ specimen as well as excellent deformation capacity and ductility, which indicates the tested partly precast shear wall has good and reliable seismic performance and can be used as a structural element in building construction." @default.
• W2914314772 created "2019-02-21" @default.
• W2914314772 creator A5009345038 @default.
• W2914314772 creator A5028878464 @default.
• W2914314772 creator A5041728364 @default.
• W2914314772 creator A5080077791 @default.
• W2914314772 date "2019-02-12" @default.
• W2914314772 modified "2023-10-16" @default.
• W2914314772 title "Experimental study on seismic performance of L‐shaped partly precast reinforced concrete shear wall with cast‐in‐situ boundary elements" @default.
• W2914314772 cites W1656714824 @default.
• W2914314772 cites W2001047990 @default.
• W2914314772 cites W2011522044 @default.
• W2914314772 cites W2093576858 @default.
• W2914314772 cites W2312213202 @default.
• W2914314772 cites W2327618148 @default.
• W2914314772 cites W2331857736 @default.
• W2914314772 cites W2335732119 @default.
• W2914314772 cites W2474271071 @default.
• W2914314772 cites W2484797341 @default.
• W2914314772 cites W2516654054 @default.
• W2914314772 cites W2552736997 @default.
• W2914314772 cites W2558370454 @default.
• W2914314772 cites W2587064700 @default.
• W2914314772 cites W2620984317 @default.
• W2914314772 cites W2626414551 @default.
• W2914314772 cites W2638328791 @default.
• W2914314772 cites W2739113623 @default.
• W2914314772 cites W2743809164 @default.
• W2914314772 cites W2744375959 @default.
• W2914314772 cites W2763764255 @default.
• W2914314772 cites W2800234364 @default.
• W2914314772 cites W2887013512 @default.
• W2914314772 doi "https://doi.org/10.1002/tal.1602" @default.
• W2914314772 hasPublicationYear "2019" @default.
• W2914314772 type Work @default.
• W2914314772 sameAs 2914314772 @default.
• W2914314772 citedByCount "14" @default.
• W2914314772 countsByYear W29143147722020 @default.
• W2914314772 countsByYear W29143147722021 @default.
• W2914314772 countsByYear W29143147722022 @default.
• W2914314772 countsByYear W29143147722023 @default.
• W2914314772 crossrefType "journal-article" @default.
• W2914314772 hasAuthorship W2914314772A5009345038 @default.
• W2914314772 hasAuthorship W2914314772A5028878464 @default.
• W2914314772 hasAuthorship W2914314772A5041728364 @default.
• W2914314772 hasAuthorship W2914314772A5080077791 @default.
• W2914314772 hasConcept C107551265 @default.
• W2914314772 hasConcept C121332964 @default.
• W2914314772 hasConcept C125450124 @default.
• W2914314772 hasConcept C127413603 @default.
• W2914314772 hasConcept C135402231 @default.
• W2914314772 hasConcept C135677250 @default.
• W2914314772 hasConcept C149912024 @default.
• W2914314772 hasConcept C15744967 @default.
• W2914314772 hasConcept C159985019 @default.
• W2914314772 hasConcept C170901245 @default.
• W2914314772 hasConcept C187320778 @default.
• W2914314772 hasConcept C192562407 @default.
• W2914314772 hasConcept C204366326 @default.
• W2914314772 hasConcept C2776512210 @default.
• W2914314772 hasConcept C2779372316 @default.
• W2914314772 hasConcept C542102704 @default.
• W2914314772 hasConcept C66938386 @default.
• W2914314772 hasConcept C96035792 @default.
• W2914314772 hasConcept C97355855 @default.
• W2914314772 hasConceptScore W2914314772C107551265 @default.
• W2914314772 hasConceptScore W2914314772C121332964 @default.
• W2914314772 hasConceptScore W2914314772C125450124 @default.
• W2914314772 hasConceptScore W2914314772C127413603 @default.
• W2914314772 hasConceptScore W2914314772C135402231 @default.
• W2914314772 hasConceptScore W2914314772C135677250 @default.
• W2914314772 hasConceptScore W2914314772C149912024 @default.
• W2914314772 hasConceptScore W2914314772C15744967 @default.
• W2914314772 hasConceptScore W2914314772C159985019 @default.
• W2914314772 hasConceptScore W2914314772C170901245 @default.
• W2914314772 hasConceptScore W2914314772C187320778 @default.
• W2914314772 hasConceptScore W2914314772C192562407 @default.
• W2914314772 hasConceptScore W2914314772C204366326 @default.
• W2914314772 hasConceptScore W2914314772C2776512210 @default.
• W2914314772 hasConceptScore W2914314772C2779372316 @default.
• W2914314772 hasConceptScore W2914314772C542102704 @default.
• W2914314772 hasConceptScore W2914314772C66938386 @default.
• W2914314772 hasConceptScore W2914314772C96035792 @default.
• W2914314772 hasConceptScore W2914314772C97355855 @default.
• W2914314772 hasFunder F4320335777 @default.
• W2914314772 hasIssue "7" @default.
• W2914314772 hasLocation W29143147721 @default.
• W2914314772 hasOpenAccess W2914314772 @default.
• W2914314772 hasPrimaryLocation W29143147721 @default.
• W2914314772 hasRelatedWork W2086853833 @default.
• W2914314772 hasRelatedWork W2350554426 @default.
• W2914314772 hasRelatedWork W2363619229 @default.
• W2914314772 hasRelatedWork W2366520657 @default.
• W2914314772 hasRelatedWork W2379426669 @default.
• W2914314772 hasRelatedWork W2387424163 @default.
• W2914314772 hasRelatedWork W2979992430 @default.
• W2914314772 hasRelatedWork W3045632622 @default.
• W2914314772 hasRelatedWork W3110527080 @default.
• W2914314772 hasRelatedWork W3118073359 @default.
• W2914314772 hasVolume "28" @default.

• next