Experimental study of traditional stone masonry under compressive load and comparison of results with design codes
- Author
- GARCIA, David1 ; SAN-JOSE, José T2 ; GARMENDIA, Leire1 ; SAN-MATEOS, Rosa2
[1] Tecnalia Research Centre, Tecnalia, Spain
[2] Department of Science of Materials, UPV-EHU, Bilbao, Spain - Source
Materials and structures. = Matériaux et constructions. 2012, Vol 45, Num 7, pp 995-1006, 12 p ; ref : 24 ref
- ISSN
- 1359-5997
- Scientific domain
- Civil engineering
- Publisher
- Springer, Heidelberg
- Publication country
- Germany
- Document type
- Article
- Language
- English
- Author keyword
- Ashlar Mortar Prism Rubble Standards Stone masonry Strength
- Keyword (fr)
- Conception Essai au pied de chaise Etude comparative Etude expérimentale Maçonnerie pierre Mortier Pierre taille Prisme Propriété mécanique Recommandation Résistance compression Résistance mécanique Résultat expérimental
- Keyword (en)
- Design Point load test Comparative study Experimental study Stone masonry Mortar Ashlar Prism Mechanical properties Recommendation Compressive strength Strength Experimental result
- Keyword (es)
- Diseño Prueba carga concentrada Estudio comparativo Estudio experimental Mampostería piedra Mortero Piedra tallada Prisma Propiedad mecánica Recomendación Resistencia compresión Resistencia mecánica Resultado experimental
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C01 Strength of materials (elasticity, plasticity, buckling, etc.)
- 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
- 25928001
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
10.1617/s11527-011-9812-z 
https://dx.doi.org/10.1617/s11527-011-9812-z
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