Investigation into the effects of foundation uplift on simplified seismic design procedures
- Author
- HARDEN, Chad1 ; HUTCHINSON, Tara2 ; MOORE, Mark3
[1] RBF Consulting, 14725 Alton Parkway, Irvine, CA 92618-2027, United States
[2] Department of Civil and Environmental Engineering, University of California, Irvine, CA 92697-2175, United States
[3] Rutherford and Chekene, 55 Second Street, Suite 600, San Francisco, CA 94105, United States - Source
Earthquake spectra. 2006, Vol 22, Num 3, pp 663-692, 30 p ; ref : 2 p.3/4
- CODEN
- EASPEF
- ISSN
- 8755-2930
- Scientific domain
- Civil engineering; Geophysics
- Publisher
- Earthquake Engineering Research Institute, Oakland, CA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Keyword (fr)
- Bilan Courant Déformation Déplacement Fondation Génie parasismique Modèle numérique Mouvement sol Résistance mécanique Simulation Sol Surrection
- Keyword (en)
- balance currents deformation displacements foundations earthquake engineering numerical models ground motion strength simulation soils uplifts
- Keyword (es)
- Balance Cimentación Movimiento suelo Resistencia mecánica Simulación Suelo
- 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 / 001E01O02 Natural hazards: prediction, damages, etc
- Discipline
- Earth sciences
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 18096489
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
10.1193/1.2217757 
https://dx.doi.org/10.1193/1.2217757
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