A Stress Index-based Tendon Optimization Method for Prestressed Concrete Continuous Girder Bridges
Traditional tendon design methods for prestressed concrete (PC) continuous girder bridges are tedious since they obtain feasible solutions based on trial calculation, and the existing optimization methods that can obtain the optimal solution have deficiencies regarding structural stress. In this stu...
| Váldodahkkit: | , , |
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| Materiálatiipa: | Artihkal |
| Giella: | English |
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Editorial Department of Progress in Prestress Technology, Tongji University
2023-04-01
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| Ráidu: | 预应力技术 |
| Fáttát: | |
| Liŋkkat: | https://ptmc.tongji.edu.cn/yyljs/article/pdf/202301001 |