Normalized shear modulus and material damping ratio relationships
- Author
- JIANFENG ZHANG1 ; ANDRUS, Ronald D2 ; HSEIN JUANG, C2
[1] Fugro Consultants LP, Houston, TX 77081-1009, United States
[2] Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911, United States - Source
Journal of geotechnical and geoenvironmental engineering. 2005, Vol 131, Num 4, pp 453-464, 12 p ; ref : 40 ref
- ISSN
- 1090-0241
- Scientific domain
- Environment; Civil engineering
- Publisher
- American Society of Civil Engineers, New York, NY
- Publication country
- United States
- Document type
- Article
- Language
- English
- Author keyword
- Damping ratio Dynamic properties Earthquakes Ground motion Material properties Seismic response Shear modulus Uncertainty analysis
- Keyword (fr)
- Action séisme Amortissement Application Base donnée Essai sol Etude comparative Incertitude Module cisaillement Modèle prévision Propriété dynamique Propriété matériau Réponse dynamique
- Keyword (en)
- Earthquake effect Damping Application Database Soil test Comparative study Uncertainty Shear modulus Forecast model Dynamic properties Properties of materials Dynamic response
- Keyword (es)
- Acción sismo Amortiguación Aplicación Base dato Ensayo suelo Estudio comparativo Incertidumbre Módulo cizalladura Coulomb Modelo previsión Propiedad dinámica Propiedad material Respuesta dinámica
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F01 Soil investigations. Testing
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 16642636
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
10.1061/(ASCE)1090-0241(2005)131:4(453) 
https://dx.doi.org/10.1061/(ASCE)1090-0241(2005)131:4(453)
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