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The paper presents a parametric study of extradosed bridges, focusing on the effects of support reactions due to variations in cable geometry, tower height, and pylon type. It analyzes different cable arrangements (Harp, Mix, Radial) and their impact on support reactions using MIDAS Civil software, concluding that higher pylon heights lead to increased base reactions. The study suggests that the Harp arrangement is optimal for minimizing base reactions, particularly in single pylon configurations.

Author

Aashish kumar

Language

EN