Experimental response of double-wythe masonry panels strengthened with glass fiber reinforced polymers subjected to diagonal compression tests

Engineering Structures

Volumn 39, Issue , 2012, Pages 24-37

  Kalali, Arsalan ^a   Kabir, Mohammad Zaman ^a  

^a AMIRKABIR UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Diagonal tension strength; Diagonal tension test; Glass fiber reinforced polymers; Shear strength; Strengthening; Unreinforced brick panels

Indexed keywords

BRICK MASONRY; BRICK PANEL; BRITTLE FAILURES; DEFORMATION CAPACITY; DIAGONAL COMPRESSION TESTS; DIAGONAL TENSION; EXPERIMENTAL STUDIES; EXTERNALLY BONDED; FRP COMPOSITE; GFRP REINFORCEMENTS; GLASS FIBER REINFORCED POLYMER; GLASS FIBER REINFORCED POLYMERS; GRAVITY LOADS; INPLANE LOADING; KEY PARAMETERS; LOAD-BEARING CAPACITY; MASONRY PANELS; MASONRY SHEAR WALLS; MASONRY WALLS; REINFORCEMENT RATIOS; SHEAR REINFORCEMENT; TEST SPECIMENS; UNREINFORCED BRICK PANELS; UNREINFORCED MASONRY BUILDING;

BRICK; COMPRESSION TESTING; FIBER REINFORCED PLASTICS; GLASS FIBERS; MASONRY CONSTRUCTION; NANOINDENTATION; POLYMERS; REINFORCEMENT; SHEAR STRENGTH; STRENGTHENING (METAL); TENSILE TESTING;

WALLS (STRUCTURAL PARTITIONS);

BEARING CAPACITY; DEFORMATION MECHANISM; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; EXPERIMENTAL STUDY; LOADING TEST; MASONRY; POLYMER; REINFORCED CONCRETE; SEISMIC DESIGN; SEISMIC RESPONSE; SEISMIC RETROFIT; SHEAR STRENGTH; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE; TENSION;

EID: 84857665577     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2012.01.018     Document Type: Article

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