Nonlinear analyses of tuff masonry walls strengthened with cementitious matrix-grid composites

Journal of Composites for Construction

Volumn 13, Issue 4, 2009, Pages 243-251

  Lignola, Gian Piero ^a   Prota, Andrea ^a   Manfredi, Gaetano ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Composite materials; Finite element method; Masonry; Nonlinear analysis; Parameters; Rehabilitation; Walls

Indexed keywords

BOND PROPERTIES; CEMENTITIOUS MATRICES; DESIGN REQUIREMENTS; EXISTING STRUCTURE; EXPERIMENTAL DATA; EXPERIMENTAL STUDIES; FINITE ELEMENT METHOD MODELS; IN-PLANE; INITIAL STIFFNESS; MASONRY; MASONRY WALLS; MICRO-MODELING; NATURAL STONES; PARAMETERS; PARAMETRIC ANALYSIS; POST-PEAK; REHABILITATION; STRUCTURAL BEHAVIORS; TEST DATA; WALLS;

COMPOSITE MATERIALS; COMPOSITE MICROMECHANICS; FINITE ELEMENT METHOD; FOUNDATIONS; GRINDING MACHINES; MASONRY CONSTRUCTION; NONLINEAR ANALYSIS; PATIENT REHABILITATION; RETAINING WALLS; STRENGTHENING (METAL); WALLS (STRUCTURAL PARTITIONS);

MASONRY MATERIALS;

EID: 67651216057     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000007     Document Type: Article

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