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- W2386152893 abstract "The main bridge of Nancangdao Interchange is designed as a single pylon cable-stayed bridge having a jointed pylon,separated decks and rigid fixity system of pylon and decks.The span arrangement of the bridge is 2×150 m and the bridge is seismically protected in accordance with 8 degree seismic intensity.As the bridge spans the trunk railway lines,the dynamic and seismic performance of the bridge is particularly important.In this paper,the structural features and dynamic performance of the bridge are presented,the study of seismic safety evaluation at the bridge site and seismic load calculation is described,the seismic response of the bridge is comparatively analyzed by response spectrum and dynamic time-history analysis methods,and(eventually) the seismic resistance design is discussed." @default.
- W2386152893 created "2016-06-24" @default.
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- W2386152893 date "2006-01-01" @default.
- W2386152893 modified "2023-09-23" @default.
- W2386152893 title "Study of Nonlinear Seismic Response of Single Pylon Cable-Stayed Bridge Featuring a Jointed Pylon and Separated Decks" @default.
- W2386152893 hasPublicationYear "2006" @default.
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