Dynamic Characteristics Analysis and Experimental Verification of Long Span Suspension Bridge

نویسندگان

چکیده

The dynamic characteristics of long-span suspension bridges are complex. natural vibration frequency is changed with different structural parameters, and the sensitivity to parameters different. In order solve this problem, spatial model a bridge was established by using finite element software, first 20 periods, frequencies modes were analyzed calculated. accuracy obtained data verified through field tests. Finally, based on model, stiffness components studied one -factor-at-one-time, influence various variables mode certain one-factor-at-one-time method. results show that have effects frequency. When stiffening girder main tower changed, increase stiffness, variation mostly presents an upward trend, range large. With change secondary dead load, most decrease then tend be stable. It can seen from test shapes measured numerical simulation close each other, which meet requirements engineering precision. cable has great periods corresponding them. load reduce bridge, but it not unlimited bridge. bending increases 3 times original one, structure will change. research provide references for design parameter adjustment

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ژورنال

عنوان ژورنال: E3S web of conferences

سال: 2021

ISSN: ['2555-0403', '2267-1242']

DOI: https://doi.org/10.1051/e3sconf/202127201019