Progressive Collapse in Long-Span Cable-Supported Bridges

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Progressive Collapse in Long-Span Cable-Supported Bridges
In this study, a parallel-load bearing system is considered as a conceptual model of long-span cable-supported bridges. The target is to calculate the “stress increase ratio” of the critical cable in a cable-loss scenario. The structural characteristics of the system, including the bending stiffness of the girder and a unique axial stiffness in each cable, have been taken into account.

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Mohammad Shoghijavan
I am born in Iran and finished my master's degree in Iran.

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