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Titlebook: Design of Long Span Railway Suspension Bridges; Gongyi Xu Book 2025 Shanghai Scientific and Technical Publishers 2025 Long-span suspension

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https://doi.org/10.1007/978-3-662-53221-8an high-speed railway cable-stayed bridge in China at that time. In its engineering construction report, the use of stiffness standards is described as follows: for long-span railway cable-stayed bridges, the stiffness standards of the existing railway bridge codes are no longer suitable for use, an
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Ideology and the Paradox of Subjectivityres have small stiffness and high flexibility, and are sensitive to the action of wind. Therefore, for long-span bridges, especially long-span suspension bridges, the wind resistance is often the primary consideration in design. The earthquake will cause serious damage and irreparable losses to the
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with different main span lengths, including 1120 m main span recommended by feasibility study, 1036 m main span and 1092 m main span proposed by preliminary study, were developed and compared. The preferred bridge alternative is three-span suspension bridge with span layout of 350 m + 1092 m + 350 m
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