Seismic response analysis of single-pylon suspension bridge under random ground motion
نویسندگان
چکیده
The finite element model of suspension bridge was established according to the actual engineering in Southwest area China. In order simulate random ground motion accurately and efficiently, orthogonal function modeling method based on Priestley evolution spectrum theory is adopted. dimensionality reduction simulation realized, simulated samples are input into carry out time history analysis. Finally, seismic response bearing pylon analyzed important conclusions drawn.
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ژورنال
عنوان ژورنال: Vibroengineering procedia
سال: 2022
ISSN: ['2345-0533', '2538-8479']
DOI: https://doi.org/10.21595/vp.2022.22551