کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
10354140 | 866520 | 2005 | 9 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Static boundary element analysis of piles submitted to horizontal and vertical loads
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
مهندسی کامپیوتر
نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Static boundary element analysis of piles submitted to horizontal and vertical loads Static boundary element analysis of piles submitted to horizontal and vertical loads](/preview/png/10354140.png)
چکیده انگلیسی
In this paper a numerical model for the analysis of the interaction between soil and piles, with or without rigid caps, subjected to horizontal and vertical loads is presented. The piles are modelled here by the Finite Element Method (FEM) and the soil by the Boundary Element Method (BEM). In this formulation the pile is represented as one finite element and the displacements and tractions along the shaft are approximated by polynomial functions. Some examples are presented and the results obtained with this formulation are very close to those obtained with other formulations and with experimental results.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Analysis with Boundary Elements - Volume 29, Issue 3, March 2005, Pages 195-203
Journal: Engineering Analysis with Boundary Elements - Volume 29, Issue 3, March 2005, Pages 195-203
نویسندگان
R. Matos Filho, A.V. Mendonça, J.B. Paiva,