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- W4385692904 abstract "PDF HTML XML Export Cite reminder Stress analysis in anchoring area of cable pylon of long span cable-stayed bridge DOI: 10.59238/j.pt.2004.05.007 Author: Affiliation: (Highway Planning, Survey and Design Institute of Sichuan Provincial Department of Transportation, Chengdu 610041, China) Clc Number: TU378.1;U448 Fund Project: Article | Figures | Metrics | Reference | Related | Cited by | Materials | Comments Abstract:The stress of concrete pylon of long-span cable-stayed bridge is complicated. In this paper, the stress analysis of the anchorage section of the pylon column is carried out by using the space program ANSYS, and several common prestressed arrangement schemes are calculated to find out the most suitable number of beams. Reference Related Cited by" @default.
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- W4385692904 date "2004-01-01" @default.
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- W4385692904 title "Stress analysis in anchoring area of cable pylon of long span cable-stayed bridge" @default.
- W4385692904 doi "https://doi.org/10.59238/j.pt.2004.05.007" @default.
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