Carbon fibre reinforced polymer (CFRP) post-tensioned masonry diaphragm walls: Prestressing, behaviour, and design recommendations

Canadian Journal of Civil Engineering

Volumn 26, Issue 3, 1999, Pages 324-344

  Sayed Ahmed, Ezzeldin Y ^a,c   Lissel, Shelley L ^a,b   Tadros, Garnit ^a,b   Shrive, Nigel G ^a,b  

^a Ain Shams University   (Egypt)

^b UNIVERSITY OF CALGARY   (Canada)

^c Intelligent Sensing for Innovative Structures (ISIS Canada)   (Canada)

Author keywords

Anchorage system; Carbon fibre reinforced polymers; Diaphragm walls; Flexural strength; Masonry walls; Post tensioning; Prestress losses; Prestressed masonry; Shear strength; Thermal loads

Indexed keywords

BENDING STRENGTH; CARBON FIBER REINFORCED PLASTICS; SHEAR STRENGTH; STEEL STRUCTURES; STRESSES; TENSILE PROPERTIES; WALLS (STRUCTURAL PARTITIONS);

DIAPHRAGM WALL; MASONRY WALL; POST TENSIONING; PRESTRESED MASONRY; PRESTRESS LOSSES;

MASONRY CONSTRUCTION;

TENSIONING SYSTEM;

EID: 0032883512     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l98-073     Document Type: Article

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