کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
9951859 1428642 2018 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Kinematic response of rectangular piles under S waves
موضوعات مرتبط
مهندسی و علوم پایه مهندسی کامپیوتر نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
Kinematic response of rectangular piles under S waves
چکیده انگلیسی
An analytical solution was proposed for the kinematic response of rectangular piles under S waves with the aid of a modified Vlasov model. A continuous displacement model was proposed to simulate the motion of soil-pile system. Using Hamilton's principle, the proposed solution well captures the kinematic response of piles compared with the finite element solution. A parametric study was conducted to investigate the influence of cross-section shapes on the kinematic response of piles and underlying pile bending, Winkler modulus, shear stresses in soil, and inertia of soil and pile. The results reveal that pile bending dominates kinematic responses of piles.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers and Geotechnics - Volume 102, October 2018, Pages 229-237
نویسندگان
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