Study on Dynamic Response of Inclined Pile Group Foundation under Earthquake Action
نویسندگان
چکیده
With the development of all types new special-shaped arch bridges, deformation pile foundation steel bridges has a great influence on superstructure, and requirements for it are strict. In addition, force inclined group under an earthquake is complicated. this paper, based Zhuhai Jindao Bridge project, finite element numerical model established in order to study dynamic response parameter law straight action. After thorough analysis results simulation, was found that action earthquake, inclination angle piles significant seismic ability foundations. When 5°, resist can be effectively improved, load distribution top more reasonable.
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ژورنال
عنوان ژورنال: Buildings
سال: 2023
ISSN: ['2075-5309']
DOI: https://doi.org/10.3390/buildings13102416