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Volumn 38, Issue 5, 2002, Pages 9-15

FRP composites for strengthening civil infrastructure around the world

Author keywords

[No Author keywords available]

Indexed keywords

ADHESIVES; BENDING MOMENTS; BENDING STRENGTH; BRIDGES; CARBON FIBER REINFORCED PLASTICS; CONCRETE BEAMS AND GIRDERS; DELAMINATION; EPOXY RESINS; GLASS FIBER REINFORCED PLASTICS; IRON; LAMINATED COMPOSITES; STEEL;

EID: 0036738944     PISSN: 00911062     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (15)

References (13)
  • 1
    • 0010485539 scopus 로고    scopus 로고
    • Guide for the design and construction of concrete reinforced with FRP rebars
    • American Concrete Institute - Committee 440; Farmington Hills, MI
    • American Concrete Institute - Committee 440, "Guide for the Design and Construction of Concrete Reinforced with FRP Rebars," ACI440.1R-01, ACI, Farmington Hills, MI, (2001).
    • (2001) ACI440.1R-01, ACI
  • 2
    • 0037848180 scopus 로고    scopus 로고
    • Guide for the design and construction of externally bonded FRP systems for strengthening of concrete structures
    • American Concrete Institute - Committee 440; Farmington Hills, MI, USA (document under final review)
    • American Concrete Institute - Committee 440, "Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening of Concrete Structures," ACI, Farmington Hills, MI, USA (document under final review), (2002).
    • (2002) ACI
  • 3
    • 84889298173 scopus 로고    scopus 로고
    • Acceptance criteria for concrete and reinforced and unreinforced masonry strengthening using FRP composite systems
    • ICBO; AC125, Whittier, CA
    • ICBO, "Acceptance Criteria for Concrete and Reinforced and Unreinforced Masonry Strengthening Using FRP Composite Systems," AC125, Whittier, CA., (2001).
    • (2001)
  • 4
    • 84889298173 scopus 로고    scopus 로고
    • Acceptance criteria for inspection and verification of concrete and reinforced and unreinforced masonry strengthening using FRP composite systems
    • ICBO; AC178, Whittier, CA
    • ICBO, "Acceptance Criteria for Inspection and Verification of Concrete and Reinforced and Unreinforced Masonry Strengthening Using FRP Composite Systems," AC178, Whittier, CA., (2001a).
    • (2001)
  • 8
    • 74949087776 scopus 로고    scopus 로고
    • Field evaluation of unreinforced masonry walls strengthened with FRP composites subjected to out-of-plane loading
    • Philadelphia, PA; CD-ROM, May
    • Tumialan J.G., Tinazzi D., Myers J.J., and Nanni A., "Field Evaluation of Unreinforced Masonry Walls Strengthened with FRP Composites Subjected to Out-of-Plane Loading," 2000 Structures Congress, American Society of Civil Engineers, Philadelphia, PA, 8 pp. CD-ROM, May 2000.
    • (2000) 2000 Structures Congress, American Society of Civil Engineers , pp. 8
    • Tumialan, J.G.1    Tinazzi, D.2    Myers, J.J.3    Nanni, A.4
  • 9
    • 0003610508 scopus 로고    scopus 로고
    • Design and use of externally bonded fibre reinforced polymer reinforcement (FRP EBR) for reinforced concrete structures
    • FIB TG 9.3; Switzerland; ISBN 2-88394-054-1
    • FIB TG 9.3, "Design and Use of Externally Bonded Fibre Reinforced Polymer Reinforcement (FRP EBR) for Reinforced Concrete Structures," Switzerland, 138 pp, ISBN 2-88394-054-1, (2001).
    • (2001) , pp. 138
  • 10
    • 0003441373 scopus 로고    scopus 로고
    • Design guidance for strengthening concrete structures using fibre composite materials
    • The Concrete Society; Crowthorne, UK; ISBN 0-946691-84-3, (2000)
    • The Concrete Society, "Design Guidance for Strengthening Concrete Structures Using Fibre Composite Materials," Crowthorne, UK, 72 pp, ISBN 0-946691-84-3, (2000).
    • (2000) , pp. 72
  • 11
    • 15844374411 scopus 로고    scopus 로고
    • CIRIA C564 fibre-reinforced polymer composites in construction
    • CIRIA; London, UK; ISBN 0-86017-564-2
    • CIRIA, "CIRIA C564 Fibre-Reinforced Polymer Composites in Construction," London, UK, 168 pp, ISBN 0-86017-564-2, (2002).
    • (2002) , pp. 168


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.