Nonlinear behavior of a masonry subassemblage before and after strengthening with inorganic matrix-grid composites

Journal of Composites for Construction

Volumn 15, Issue 5, 2011, Pages 821-832

  Parisi, F ^a   Lignola, G P ^a   Augenti, N ^a   Prota, A ^a   Manfredi, G ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Composite materials; Finite element method; Full scale tests; Masonry; Nonlinear analysis; Rehabilitation; Seismic design; Walls

Indexed keywords

ANALYTICAL MODEL; COMPRESSION FORCE; EXPERIMENTAL TEST; FINITE ELEMENT; FULL SCALE TESTS; IN-PLANE; MASONRY; MASONRY WALLS; NON-LINEAR RESPONSE; NONLINEAR BEHAVIOR; NUMERICAL RESULTS; REINFORCEMENT SYSTEMS; SEISMIC CODE; STRENGTHENING SYSTEMS; WALLS;

BENDING STRENGTH; COMPOSITE MATERIALS; COMPRESSIVE STRENGTH; FINITE ELEMENT METHOD; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; NONLINEAR ANALYSIS; PATIENT REHABILITATION; RETAINING WALLS; SEISMIC DESIGN; SEISMOLOGY; STRENGTHENING (METAL);

MASONRY MATERIALS;

EID: 81855187121     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000203     Document Type: Article

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