Application of experimental results on cyclic deforming of soils to seismic response analysis
- Author
- MURAVSKII, G. B1
[1] Faculty of Civil Engineering, Technion, Israel Institute of Technology, Haifa 32000, Israel - Source
Soil dynamics and earthquake engineering (1984). 2001, Vol 21, Num 8, pp 661-669 ; Illustration ; ref : 17 ref
- CODEN
- SDEEEJ
- ISSN
- 0267-7261
- Scientific domain
- Civil engineering; Geophysics
- Publisher
- Elsevier Science, Oxford
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Keyword (fr)
- Amortissement Contrainte Déformation sous contrainte Déformation Etude expérimentale Génie parasismique Intensité Modèle linéaire Onde S Onde sismique Processus cyclique Propagation Raideur Réponse sismique Sol
- Keyword (en)
- damping stress strain deformation experimental studies earthquake engineering intensity linear models S-waves seismic waves cyclic processes propagation stiffness seismic response soils
- Keyword (es)
- Coacción Deformación bajo tensión Intensidad Onda S Onda sísmica Propagación 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 / 001E01O01 Engineering geology
- Discipline
- Earth sciences
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 14097442
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
10.1016/S0267-7261(01)00048-3 
https://dx.doi.org/10.1016/S0267-7261(01)00048-3
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