Numerical simulation of shaking table tests on a soil-structure system
نویسندگان
چکیده
منابع مشابه
Numerical Simulation of Piles Subjected To Lateral Spreading and Comparison with Shaking Table Results
Pile foundations are relatively vulnerable to lateral loads. During liquefaction-induced lateral spreading, this vulnerability is particularly conspicuous due to a loss of strength and stiffness in the liquefied soil. A nonlinear effective stress analysis incorporating an elastoplastic constitutive model based on Finite Difference Method (FLAC2D program) was used to numerically simulate shake t...
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ژورنال
عنوان ژورنال: Journal of Asian Architecture and Building Engineering
سال: 2021
ISSN: 1346-7581,1347-2852
DOI: 10.1080/13467581.2021.1927047