Failure Mode Analysis of Bridge Pier Due to Eccentric Impact Based on Separation of Pier and Beam
نویسندگان
چکیده
By considering the near-field vertical seismic spectrum and calculating change in contact force between main beam pier, possible separation condition of a bridge is deduced. extreme value pier–beam longitudinal deformation pier under structural separation, influence on failure determined. Separation increases risk compression, bending, shear, different times lead to responses from first mode different. Therefore, it great significance reasonably design bridges near faults.
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ژورنال
عنوان ژورنال: Sustainability
سال: 2023
ISSN: ['2071-1050']
DOI: https://doi.org/10.3390/su15021435