FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4386072979> ?p ?o ?g. }

• W4386072979 endingPage "2124" @default.
• W4386072979 startingPage "2124" @default.
• W4386072979 abstract "To investigate the seismic behaviors of novel steel-reinforced concrete composite frames prestressed with bonding tendons (PSRCFs), 15 groups of PSRCF specimens were designed with the following main parameters: the cubic compressive strength of high-strength concrete (fcu), the axial compression ratio of frame columns (n), the slenderness ratio of frame columns (β), the steel ratio of angle steel (α), the span–height ratio of frame beams (L/hb), and the prestressing degree (λ). Based on the modified concrete constitutive model proposed by Mander and the prestressing effect applied by the cooling method, the finite element models of PSRCFs were established by using ABAQUS software, the static analysis on the frame structures under the combined actions of axial forces and horizontal loads was carried out, and the monotonic load–displacement curves were explored. By comparing with the skeleton curves obtained by the experimental hysteretic curves, the rationality of the modeling method was verified. The PSRCFs had good mechanisms of strong columns and weak beams. Based on this, the influences of different parameters on the seismic behaviors such as hysteretic curves, skeleton curves, stiffness degradations, energy dissipation capacities, and ductility of the specimens were investigated. The results show that the hysteretic curves of the PSRCFs are full and have no pinch phenomenon. The ultimate load and the stiffness degradation of specimens can be improved significantly by increasing α, and on the contrary, the ultimate load and stiffness degradation decreased by increasing β. The ductility of the specimens decreased gradually with the increasing β and n. The energy dissipation capacity of the specimens decreased with the increasing β. The trilinear model of the skeleton curves and the restoring force model of PSRCFS were established by statistical regression, which agree well with the numerically simulated results. These can provide theoretical support for the elastoplastic analysis on this kind of PSRCF structure." @default.
• W4386072979 created "2023-08-23" @default.
• W4386072979 creator A5014644051 @default.
• W4386072979 creator A5039659323 @default.
• W4386072979 creator A5049415806 @default.
• W4386072979 creator A5057715969 @default.
• W4386072979 creator A5075637673 @default.
• W4386072979 creator A5079668744 @default.
• W4386072979 creator A5080351006 @default.
• W4386072979 creator A5083581319 @default.
• W4386072979 date "2023-08-22" @default.
• W4386072979 modified "2023-09-30" @default.
• W4386072979 title "Seismic Behaviors of Novel Steel-Reinforced Concrete Composite Frames Prestressed with Bonding Tendons" @default.
• W4386072979 cites W1969760883 @default.
• W4386072979 cites W1996420117 @default.
• W4386072979 cites W2012620072 @default.
• W4386072979 cites W2041875545 @default.
• W4386072979 cites W2389031038 @default.
• W4386072979 cites W2610291791 @default.
• W4386072979 cites W2760446187 @default.
• W4386072979 cites W2768982539 @default.
• W4386072979 cites W2800727643 @default.
• W4386072979 cites W2806893612 @default.
• W4386072979 cites W2921354591 @default.
• W4386072979 cites W2989487972 @default.
• W4386072979 cites W3080172598 @default.
• W4386072979 cites W3145888501 @default.
• W4386072979 cites W3161128540 @default.
• W4386072979 cites W3177500612 @default.
• W4386072979 cites W4200548485 @default.
• W4386072979 cites W4212946528 @default.
• W4386072979 cites W4284893098 @default.
• W4386072979 cites W4292548629 @default.
• W4386072979 cites W4310065787 @default.
• W4386072979 cites W4311946407 @default.
• W4386072979 cites W4323870657 @default.
• W4386072979 cites W4383811851 @default.
• W4386072979 doi "https://doi.org/10.3390/buildings13092124" @default.
• W4386072979 hasPublicationYear "2023" @default.
• W4386072979 type Work @default.
• W4386072979 citedByCount "1" @default.
• W4386072979 countsByYear W43860729792023 @default.
• W4386072979 crossrefType "journal-article" @default.
• W4386072979 hasAuthorship W4386072979A5014644051 @default.
• W4386072979 hasAuthorship W4386072979A5039659323 @default.
• W4386072979 hasAuthorship W4386072979A5049415806 @default.
• W4386072979 hasAuthorship W4386072979A5057715969 @default.
• W4386072979 hasAuthorship W4386072979A5075637673 @default.
• W4386072979 hasAuthorship W4386072979A5079668744 @default.
• W4386072979 hasAuthorship W4386072979A5080351006 @default.
• W4386072979 hasAuthorship W4386072979A5083581319 @default.
• W4386072979 hasBestOaLocation W43860729791 @default.
• W4386072979 hasConcept C104779481 @default.
• W4386072979 hasConcept C121332964 @default.
• W4386072979 hasConcept C125450124 @default.
• W4386072979 hasConcept C127413603 @default.
• W4386072979 hasConcept C135402231 @default.
• W4386072979 hasConcept C135628077 @default.
• W4386072979 hasConcept C149912024 @default.
• W4386072979 hasConcept C159985019 @default.
• W4386072979 hasConcept C173534245 @default.
• W4386072979 hasConcept C192562407 @default.
• W4386072979 hasConcept C203373105 @default.
• W4386072979 hasConcept C2776512210 @default.
• W4386072979 hasConcept C2779372316 @default.
• W4386072979 hasConcept C2780886216 @default.
• W4386072979 hasConcept C66938386 @default.
• W4386072979 hasConcept C67203356 @default.
• W4386072979 hasConcept C97355855 @default.
• W4386072979 hasConceptScore W4386072979C104779481 @default.
• W4386072979 hasConceptScore W4386072979C121332964 @default.
• W4386072979 hasConceptScore W4386072979C125450124 @default.
• W4386072979 hasConceptScore W4386072979C127413603 @default.
• W4386072979 hasConceptScore W4386072979C135402231 @default.
• W4386072979 hasConceptScore W4386072979C135628077 @default.
• W4386072979 hasConceptScore W4386072979C149912024 @default.
• W4386072979 hasConceptScore W4386072979C159985019 @default.
• W4386072979 hasConceptScore W4386072979C173534245 @default.
• W4386072979 hasConceptScore W4386072979C192562407 @default.
• W4386072979 hasConceptScore W4386072979C203373105 @default.
• W4386072979 hasConceptScore W4386072979C2776512210 @default.
• W4386072979 hasConceptScore W4386072979C2779372316 @default.
• W4386072979 hasConceptScore W4386072979C2780886216 @default.
• W4386072979 hasConceptScore W4386072979C66938386 @default.
• W4386072979 hasConceptScore W4386072979C67203356 @default.
• W4386072979 hasConceptScore W4386072979C97355855 @default.
• W4386072979 hasIssue "9" @default.
• W4386072979 hasLocation W43860729791 @default.
• W4386072979 hasOpenAccess W4386072979 @default.
• W4386072979 hasPrimaryLocation W43860729791 @default.
• W4386072979 hasRelatedWork W2083483879 @default.
• W4386072979 hasRelatedWork W2083657589 @default.
• W4386072979 hasRelatedWork W2090610918 @default.
• W4386072979 hasRelatedWork W2222487064 @default.
• W4386072979 hasRelatedWork W2372931137 @default.
• W4386072979 hasRelatedWork W2379426669 @default.
• W4386072979 hasRelatedWork W2778776137 @default.
• W4386072979 hasRelatedWork W286405303 @default.

• next