RC pile-soil interaction analysis using a 3D-finite element method with fibre theory-based beam elements
- Author
- MAKI, Takeshi1 ; MAEKAWA, Koichi2 ; MUTSUYOSHIL, Hiroshi1
[1] Department of Civil and Environmental Engineering, Saitama University, 255 Shimo-Okubo, Sakura-ku, Saitama 338-8570, Japan
[2] Department of Civil Engineering, The University of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan - Source
Earthquake engineering & structural dynamics. 2006, Vol 35, Num 13, pp 1587-1607, 21 p ; ref : 24 ref
- CODEN
- IJEEBG
- ISSN
- 0098-8847
- Scientific domain
- Civil engineering; Geophysics
- Publisher
- Wiley, Chichester
/
Wiley, Elmont, NY
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Author keyword
- 3D-FEM analysis RC pile beam element fibre model interface between pile and soil subgrade soil reaction
- Keyword (fr)
- Déformation Déplacement Fondation Génie parasismique Interface Modèle Méthode élément fini Pieu Pression Sol Théorie
- Keyword (en)
- deformation displacements foundations earthquake engineering interfaces models finite element analysis piles pressure soils theory
- Keyword (es)
- Cimentación Interfase Modelo Estaca Presión Suelo Teoría
- Classification
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01M Internal geophysics / 001E01M03 Earthquakes, seismology
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology
- Discipline
- Earth sciences
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 18204733
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
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DOI
10.1002/eqe.588 
https://dx.doi.org/10.1002/eqe.588
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