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- W1998609819 abstract "Based on the well-studied bearing equations of large steel structure bridge, this paper calculates the relationship between quality parameter matrix of the bridge and damping parameter, infers changing trends of stiffness bearing deformation matrix over time, and sets the effective threshold to alarm dangerous conditions in deformation. The paper summarizes the natural frequency of different forms of the bridge, and calculates the frame deformation situation caused by horizontal alternating force under high pressure." @default.
- W1998609819 created "2016-06-24" @default.
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- W1998609819 date "2014-02-01" @default.
- W1998609819 modified "2023-09-26" @default.
- W1998609819 title "Analysis and Simulation on the Deformation of Large Steel Bridge under Pressure" @default.
- W1998609819 cites W2161337166 @default.
- W1998609819 doi "https://doi.org/10.4028/www.scientific.net/amm.513-517.2612" @default.
- W1998609819 hasPublicationYear "2014" @default.
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