Lateral performance and load carrying capacity of an unreinforced, CFRP-retrofitted historical masonry vault - A case study

Construction and Building Materials

Volumn 28, Issue 1, 2012, Pages 146-156

  Mahini, S S ^a   Eslami, A ^b   Ronagh, H R ^b  

^a UNIVERSITY OF NEW ENGLAND   (Australia)

^b UNIVERSITY OF QUEENSLAND   (Australia)

Author keywords

Adobe piers; Brick vault; CFRP; Continuum smeared model; Historical buildings; Lateral resistance

Indexed keywords

BUILDING BLOCKES; CARBON FIBER REINFORCED POLYMER; EXPERIMENTAL TEST; FAILURE MECHANISM; HISTORICAL BUILDINGS; HOMOGENIZED MATERIAL; LATERAL LOADS; LATERAL PERFORMANCE; LATERAL RESISTANCE; LATERAL STRENGTH; LITERATURE REVIEWS; MACRO-MODELLING; MASONRY BUILDING; MASONRY VAULTS; NON-LINEAR FINITE-ELEMENT ANALYSIS; STRUCTURAL BEHAVIORS;

BRICK; CARBON FIBER REINFORCED PLASTICS; CARBON FIBERS; EARTHQUAKES; GYPSUM; LAMINATES; MECHANICAL PROPERTIES; PIERS; RETROFITTING;

FINITE ELEMENT METHOD;

EID: 80053471793     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2011.08.013     Document Type: Article

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