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Volumn 2, Issue , 2005, Pages 1237-1254

Consideration of time-dependent degradation in the development of probabilistic based design of FRP strengthening

Author keywords

[No Author keywords available]

Indexed keywords

CIVIL DESIGN; DESIGN PROCEDURE; DESIGN SITUATIONS; DESIGN STRENGTH; DETERMINISTIC APPROACH; EXISTING REINFORCED CONCRETE; EXPOSURE CONDITIONS; EXPOSURE ENVIRONMENT; FRP STRENGTHENING; LOAD AND RESISTANCE FACTOR DESIGNS; MATERIAL PROPERTY; PROBABILISTIC DESIGN; REDUCTION FACTOR; RELIABILITY BASED DESIGN; STRENGTH REDUCTION; TIME-DEPENDENT;

EID: 84870984882     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (3)

References (12)
  • 2
    • 0003441373 scopus 로고    scopus 로고
    • Design guidance for strengthening concrete structures using fibre composites
    • Crowthorne, Berkshire, UK
    • The Concrete Society. 2000. Technical Report 55, Design Guidance for Strengthening Concrete Structures Using Fibre Composites. Crowthorne, Berkshire, UK.
    • (2000) The Concrete Society, Technical Report 55
  • 3
    • 0042646084 scopus 로고    scopus 로고
    • Fédération internationale du béton (fib). Lausanne, Switzerland
    • Fédération internationale du béton (fib). 2001. Externally bonded FRP reinforcement for RC structures. Lausanne, Switzerland.
    • (2001) Externally Bonded FRP Reinforcement for RC Structures
  • 4
    • 84871009753 scopus 로고    scopus 로고
    • Effect of variability of composite properties on wet layup based rehabilitation of concrete structures
    • E. Armanios and J. Reeder, ed., e, DEStech Publications, Inc. Lancaster, PA
    • th Technical Conference, DEStech Publications, Inc., Lancaster, PA.
    • (2004) th Technical Conferenc
    • Atadero, R.A.1    Lee, L.S.2    Karbhari, V.M.3
  • 7
    • 0001805064 scopus 로고    scopus 로고
    • Time-dependent reliability of deteriorating reinforced concrete bridge decks
    • PII S0167473097000210
    • Stewart, M.G. and Rosowsky, D.V. 1998. "Time-dependent reliability of deteriorating reinforced concrete bridge decks, " Structural Safety, 20: 91-109. (Pubitemid 128403473)
    • (1998) Structural Safety , vol.20 , Issue.1 , pp. 91-109
    • Stewart, M.G.1    Rosowsky, D.V.2
  • 8
    • 0027594256 scopus 로고
    • Reliability-based service-life assessment of aging concrete structures
    • Mori, Y. and Ellingwood, B.R. 1993. "Reliability-Based Service-Life Assessment of Aging Concrete Structures, " J. Struct. Eng., 119(5): 1600-1621.
    • (1993) J. Struct. Eng. , vol.119 , Issue.5 , pp. 1600-1621
    • Mori, Y.1    Ellingwood, B.R.2
  • 10
    • 0141740669 scopus 로고    scopus 로고
    • Durability of FRP composites for civil infrastructure - Myth, mystery or reality
    • Karbhari, V.M. 2003. "Durability of FRP Composites for Civil Infrastructure - Myth, Mystery or Reality, " Advances in Structural Engineering, 6(3): 243-255.
    • (2003) Advances in Structural Engineering , vol.6 , Issue.3 , pp. 243-255
    • Karbhari, V.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.