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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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發(fā)表于 2025-3-23 10:45:50 | 只看該作者
12#
發(fā)表于 2025-3-23 14:02:03 | 只看該作者
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
13#
發(fā)表于 2025-3-23 18:12:43 | 只看該作者
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發(fā)表于 2025-3-23 23:45:16 | 只看該作者
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發(fā)表于 2025-3-24 04:03:53 | 只看該作者
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
16#
發(fā)表于 2025-3-24 09:19:35 | 只看該作者
17#
發(fā)表于 2025-3-24 13:21:52 | 只看該作者
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
18#
發(fā)表于 2025-3-24 16:18:56 | 只看該作者
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發(fā)表于 2025-3-24 20:53:35 | 只看該作者
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發(fā)表于 2025-3-25 02:22:10 | 只看該作者
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