Static cyclic tests on lightly reinforced concrete shear walls
- Author
- GREIFENHAGEN, Christian1 ; LESTUZZI, Pierino1
[1] Structural Engineering Institute (IS-IMAC), Ecole polytechnique fédérale de Lausanne, Switzerland - Source
Engineering structures. 2005, Vol 27, Num 11, pp 1703-1712, 10 p ; ref : 16 ref
- CODEN
- ENSTDF
- ISSN
- 0141-0296
- Scientific domain
- Civil engineering
- Publisher
- Elsevier, Amsterdam
- Publication country
- Netherlands
- Document type
- Article
- Language
- English
- Author keyword
- Deformation capacity Existing buildings Low reinforcement ratio Reinforced concrete Seismic evaluation Shear walls Static cyclic tests
- Keyword (fr)
- Analyse dommage Analyse sismique Base donnée Bâtiment existant Béton armé Calcul construction Déformation Essai cyclique Essai statique Etude comparative Etude expérimentale Fissure Mur contreventement Renforcement Résultat expérimental
- Keyword (en)
- Failure analysis Seismic analysis Database Existing building Reinforced concrete Structural design Deformation Cyclic test Static test Comparative study Experimental study Crack Shear wall Reinforcement Experimental result
- Keyword (es)
- Análisis avería Análisis sísmico Base dato Edificio existente Hormigón armado Cálculo construcción Deformación Ensayo cíclico Ensayo estático Estudio comparativo Estudio experimental Fisura Muro refuerzo Reforzamiento Resultado experimental
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02E Reinforced concrete structure
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14I Buildings / 001D14I01 External envelopes / 001D14I01A Wall. Partition
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 17070158
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/j.engstruct.2005.06.008 
https://dx.doi.org/10.1016/j.engstruct.2005.06.008
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