In-plane lateral response of a full-scale masonry subassemblage with and without an inorganic matrix-grid strengthening system

Journal of Composites for Construction

Volumn 15, Issue 4, 2011, Pages 578-590

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

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Composite materials; Ductility; Full scale tests; Load bearing capacity; Load bearing capacity; Masonry; Rehabilitation; Softening; Walls

Indexed keywords

FULL SCALE TESTS; LOAD-BEARING CAPACITY; MASONRY; SOFTENING; WALLS;

BEARING CAPACITY; BEARINGS (STRUCTURAL); DEGRADATION; DUCTILITY; ENERGY DISSIPATION; STIFFNESS; STRENGTHENING (METAL); WALLS (STRUCTURAL PARTITIONS);

MASONRY MATERIALS;

EID: 80051613632     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000193     Document Type: Article

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