Matches in SemOpenAlex for { <https://semopenalex.org/work/W4318977627> ?p ?o ?g. }
Showing items 1 to 90 of
90
with 100 items per page.
- W4318977627 abstract "Abstract This paper presents the earthquake response of the Kömürhan cable-stayed bridge with a single pylon and steel deck which was exposed to the Elazığ-Sivrice earthquake (Mw = 6.8) on January 24, 2020, while it was under construction. The distance from the epicenter to the bridge is approximately 40 km. 82% of the Kömürhan bridge was completed during the Elazığ-Sivrice earthquake in 2020. The spectral accelerations of Elazığ-Sivrice earthquake are approximately 2.5 times greater than those of the design earthquake (72-year) considered in the construction stage. In this paper, the characteristics of Kömürhan cable-stayed bridge and Elazığ-Sivrice earthquake (Mw = 6.8) are first presented. Then, a 3D numerical finite model of the Kömürhan cable-stayed bridge under construction is created. Modal and seismic responses of the deck, pylon and cables of the bridge under construction are compared for the load combinations including the design (72-year) and the Elazığ-Sivrice earthquakes. The result shows that under the 2020 Elazığ-Sivrice earthquakes, the maximum vertical displacements, axial forces, bending moments of the deck and the cable forces were three time more than the design value using the 72-year design hazard. Nevertheless, despite the significant increase in the structural response, no visual damage was observed on the structural element. This shows the robust design of the Kömürhan cable-stayed bridge." @default.
- W4318977627 created "2023-02-03" @default.
- W4318977627 creator A5005068501 @default.
- W4318977627 creator A5031628339 @default.
- W4318977627 creator A5034321988 @default.
- W4318977627 creator A5038048700 @default.
- W4318977627 creator A5063053695 @default.
- W4318977627 creator A5076002950 @default.
- W4318977627 date "2023-02-02" @default.
- W4318977627 modified "2023-10-16" @default.
- W4318977627 title "Structural responses of cable-stayed bridges exposed to strong earthquakes during construction" @default.
- W4318977627 cites W1790738151 @default.
- W4318977627 cites W1974046802 @default.
- W4318977627 cites W1981410922 @default.
- W4318977627 cites W2006863207 @default.
- W4318977627 cites W2024451785 @default.
- W4318977627 cites W2040452923 @default.
- W4318977627 cites W2041301119 @default.
- W4318977627 cites W2042070930 @default.
- W4318977627 cites W2057832143 @default.
- W4318977627 cites W2091329524 @default.
- W4318977627 cites W2093982130 @default.
- W4318977627 cites W2109039890 @default.
- W4318977627 cites W2197637703 @default.
- W4318977627 cites W2275557818 @default.
- W4318977627 cites W2600986343 @default.
- W4318977627 cites W2719128053 @default.
- W4318977627 cites W2778626004 @default.
- W4318977627 cites W2798476425 @default.
- W4318977627 cites W2883011135 @default.
- W4318977627 cites W2899105885 @default.
- W4318977627 cites W2910207401 @default.
- W4318977627 cites W2914469649 @default.
- W4318977627 cites W2915001698 @default.
- W4318977627 cites W3036948018 @default.
- W4318977627 cites W4211061961 @default.
- W4318977627 cites W4247022706 @default.
- W4318977627 cites W425539784 @default.
- W4318977627 cites W4256219093 @default.
- W4318977627 cites W2055152222 @default.
- W4318977627 doi "https://doi.org/10.21203/rs.3.rs-2515485/v1" @default.
- W4318977627 hasPublicationYear "2023" @default.
- W4318977627 type Work @default.
- W4318977627 citedByCount "0" @default.
- W4318977627 crossrefType "posted-content" @default.
- W4318977627 hasAuthorship W4318977627A5005068501 @default.
- W4318977627 hasAuthorship W4318977627A5031628339 @default.
- W4318977627 hasAuthorship W4318977627A5034321988 @default.
- W4318977627 hasAuthorship W4318977627A5038048700 @default.
- W4318977627 hasAuthorship W4318977627A5063053695 @default.
- W4318977627 hasAuthorship W4318977627A5076002950 @default.
- W4318977627 hasBestOaLocation W43189776271 @default.
- W4318977627 hasConcept C100776233 @default.
- W4318977627 hasConcept C126322002 @default.
- W4318977627 hasConcept C127313418 @default.
- W4318977627 hasConcept C127413603 @default.
- W4318977627 hasConcept C135628077 @default.
- W4318977627 hasConcept C165205528 @default.
- W4318977627 hasConcept C195295435 @default.
- W4318977627 hasConcept C2778966251 @default.
- W4318977627 hasConcept C66938386 @default.
- W4318977627 hasConcept C71924100 @default.
- W4318977627 hasConcept C90626213 @default.
- W4318977627 hasConceptScore W4318977627C100776233 @default.
- W4318977627 hasConceptScore W4318977627C126322002 @default.
- W4318977627 hasConceptScore W4318977627C127313418 @default.
- W4318977627 hasConceptScore W4318977627C127413603 @default.
- W4318977627 hasConceptScore W4318977627C135628077 @default.
- W4318977627 hasConceptScore W4318977627C165205528 @default.
- W4318977627 hasConceptScore W4318977627C195295435 @default.
- W4318977627 hasConceptScore W4318977627C2778966251 @default.
- W4318977627 hasConceptScore W4318977627C66938386 @default.
- W4318977627 hasConceptScore W4318977627C71924100 @default.
- W4318977627 hasConceptScore W4318977627C90626213 @default.
- W4318977627 hasLocation W43189776271 @default.
- W4318977627 hasOpenAccess W4318977627 @default.
- W4318977627 hasPrimaryLocation W43189776271 @default.
- W4318977627 hasRelatedWork W2362478917 @default.
- W4318977627 hasRelatedWork W2364738668 @default.
- W4318977627 hasRelatedWork W2365396177 @default.
- W4318977627 hasRelatedWork W2381641313 @default.
- W4318977627 hasRelatedWork W2383961505 @default.
- W4318977627 hasRelatedWork W2385757920 @default.
- W4318977627 hasRelatedWork W2388584098 @default.
- W4318977627 hasRelatedWork W2393166876 @default.
- W4318977627 hasRelatedWork W2393678086 @default.
- W4318977627 hasRelatedWork W575219528 @default.
- W4318977627 isParatext "false" @default.
- W4318977627 isRetracted "false" @default.
- W4318977627 workType "article" @default.