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- W4210340656 endingPage "110710" @default.
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- W4210340656 abstract "Sea-crossing bridges under construction and in-service will realistically encounter extreme natural hazards, i.e., correlated extreme wind-wave (CEWW) and seafloor earthquakes. To assess the dynamic responses of sea-crossing bridge under CEWW, this study constructed a framework which starts by employing 3D direct sampling-based environmental contours to identify CEWW parameters. Then, based on the identified CEWW parameters, the Ochi-Shin and JONSWAP spectra are used to simulate CEWW loads. Finally, the response characteristics for the bridge under CEWW loads are analyzed and the probabilities of responses are calculated using the logarithmic transformation kernel density estimation. Additionally, bridge responses to the joint action of offshore ground motion and CEWW were studied. The results showed that, the probabilities of responses of the bridge under CEWW were more accurate and larger than that under wind or wave action alone. The responses under CEWW could reach same levels when compared with that under 0.2 g offshore ground motion. The joint action of strong offshore ground motion and CEWW resulted in bridge maximum lateral displacements that were about 2–3 times those due to strong onshore ground motion and CEWW. Both offshore ground motion and CEWW could enhance and weaken each other's respective effects on the bridge responses." @default.
- W4210340656 created "2022-02-08" @default.
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- W4210340656 date "2022-03-01" @default.
- W4210340656 modified "2023-10-18" @default.
- W4210340656 title "Extreme responses of sea-crossing bridges subjected to offshore ground motion and correlated extreme wind and wave" @default.
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- W4210340656 doi "https://doi.org/10.1016/j.oceaneng.2022.110710" @default.
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