Creep analysis of clay masonry assemblages
- Author
- SHRIVE, N. G1 ; SAYED-AHMED, E. Y1 ; TILLEMAN, D1
[1] Department of Civil Engineering, The University of Calgary, Calgary, AB T2N 1N4, Canada - Source
Canadian journal of civil engineering (Print). = Revue canadienne de génie civil. 1997, Vol 24, Num 3, pp 367-379 ; ref : 43 ref
- CODEN
- CJCEB8
- ISSN
- 0315-1468
- Scientific domain
- Civil engineering; Geology
- Publisher
- National Research Council of Canada, Ottawa, ON
- Publication country
- Canada
- Document type
- Article
- Language
- English
- Keyword (fr)
- Argile Construction maçonnerie Degré hygrométrique Déformation fluage Expérimentation Fluage Modèle prévision Modélisation Résistance mécanique Résultat expérimental
- Keyword (en)
- Clay Masonry construction Moisture content Creep deformation Experimentation Creep Forecast model Modeling Strength Experimental result
- Keyword (es)
- Grado higrométrico Deformación fluencia Experimentación Modelo previsión Modelización Resistencia mecánica Resultado experimental
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C02 Stresses. Safety
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02A Masonry structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 2763008
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
10.1139/l96-126 
https://dx.doi.org/10.1139/l96-126
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