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Cable Force Analysis of Extradosed Bridge Based on Comprehensive Optimization Method

 Cable Force Analysis of Extradosed Bridge Based on Comprehensive Optimization Method
Author(s): , , ,
Presented at IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, published in , pp. 276-282
DOI: 10.2749/nanjing.2022.0276
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In order to determine the rational cable force of the extradosed bridge, a comprehensive optimization method of cable force is proposed. The method is based on the influence matrix method and adopt...
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Bibliographic Details

Author(s): (Nanjing Tech University, Nanjing, China)
(Nanjing Tech University, Nanjing, China)
(Nanjing Tech University, Nanjing, China)
(Nanjing Tech University, Nanjing, China)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Published in:
Page(s): 276-282 Total no. of pages: 7
Page(s): 276-282
Total no. of pages: 7
DOI: 10.2749/nanjing.2022.0276
Abstract:

In order to determine the rational cable force of the extradosed bridge, a comprehensive optimization method of cable force is proposed. The method is based on the influence matrix method and adopts the data standardization method to change two or more different types of discrete data into dimensionless uniform data, with the objective of minimizing the combined displacement and bending moment of the structural control section. Relying on the extradosed bridge of Nanjing Intercity Rail Transit Ningju Line as an engineering example, the results show that the calculated cable force of the integrated optimization method can reduce the maximum compressive stress at the top and bottom edge of the main girder by 3.3 % and 3.8 %, respectively, compared with the original design cable force.

Keywords:
extradosed bridge numerical calculation cable force optimization influence matrix method rational bridge completion state
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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