Ductile anchorage for connecting FRP strengthening of under-reinforced masonry buildings

Journal of Composites for Construction

Volumn 6, Issue 1, 2002, Pages 3-10

  Hall, J D ^a   Schuman, P M ^b   Hamilton III, H R ^c  

^a UNIVERSITY OF TEXAS AT AUSTIN   (United States)

^b UNIVERSITY OF CALIFORNIA   (United States)

^c UNIVERSITY OF FLORIDA   (United States)

Author keywords

Anchorages; Connections; Ductility; Fiber reinforced materials; Masonry; Polymers; Retrofitting

Indexed keywords

ANCHORAGES; CONNECTIONS; LATERAL FORCE RESISTING SYSTEM; MASONRY BUILDINGS;

ANCHORAGES (CONCRETE CONSTRUCTION); COST EFFECTIVENESS; DUCTILITY; ENERGY DISSIPATION; FAILURE ANALYSIS; FIBER REINFORCED MATERIALS; MASONRY CONSTRUCTION; MATERIALS TESTING; POLYMERS; RETROFITTING; SHEAR WALLS; STEEL;

FIBER REINFORCED PLASTICS;

EID: 13944272217     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2002)6:1(3)     Document Type: Article

References (5)

1. Calvi, G. M., Kingsley, G. R., and Mangenes, G. (1996). "Testing of masonry structures for seismic assessment." Earthquake Spectra, 12(1), 145-162.
2. Holberg, A. M. (2000). "FRP/steel strengthening of unreinforced concrete masonry shear walls." MS thesis, University of Wyoming, Laramie, Wyo.
3. Laursen, P. T., Seible, F., and Hegemier, G. A. (1995). "Seismic retrofit and repair of reinforced concrete with carbon overlays." Structural Systems Research Project, Report No. SSRP-95/01, University of California, San Diego.
4. Magenes, G., and Calvi, G. M. (1997). "In-plane response of brick masonry walls." Earthquake Eng. Struct. Dyn., 26, 1091-1112.
5. Manzouri, T., Schuller, M. P., Shing, P. B., and Amadei, B. (1996). "Repair and retrofit of unreinforced masonry structures." Earthquake Spectra, 12(4), 903-922.