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Volumn 14, Issue 4, 2013, Pages 309-319

Reliability in the performance-based concept of fib Model Code 2010

Author keywords

concrete structures; design and assessment; fib Model Code 2010; performance requirements; performance based approach; reliability management

Indexed keywords

CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETES; RELIABILITY; STRUCTURAL ANALYSIS;

EID: 84889637903     PISSN: 14644177     EISSN: 17517648     Source Type: Journal    
DOI: 10.1002/suco.201300053     Document Type: Article
Times cited : (21)

References (17)
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  • 3
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    • Design for service life: Implementation of fib Model Code 2010 rules in the operational code ISO 16204
    • doi: 10.1002/suco.201200021
    • Helland, S., Design for service life: implementation of fib Model Code 2010 rules in the operational code ISO 16204. Structural Concrete (2013) 14, pp. 10-18, doi: 10.1002/suco.201200021.
    • (2013) Structural Concrete , vol.14 , pp. 10-18
    • Helland, S.1
  • 4
    • 84889687736 scopus 로고    scopus 로고
    • Sustainability in fib Model Code 2010 and its future perspective
    • doi: 10.1002/suco.201300012
    • Sakai, K., Sustainability in fib Model Code 2010 and its future perspective. Structural Concrete (2013) 14, pp. 301-308, doi: 10.1002/suco.201300012.
    • (2013) Structural Concrete , vol.14 , pp. 301-308
    • Sakai, K.1
  • 5
    • 0033908770 scopus 로고    scopus 로고
    • Optimization - The basis of code-making and reliability verification
    • Rackwitz, R., Optimization-the basis of code-making and reliability verification. Structural Safety (2000) 22, pp. 27-60.
    • (2000) Structural Safety , vol.22 , pp. 27-60
    • Rackwitz, R.1
  • 7
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    • ISO 2394 International Standards Organization (ISO), Geneva
    • ISO 2394: General principles on reliability for structures. International Standards Organization (ISO), Geneva, 1998.
    • (1998) General Principles on Reliability for Structures
  • 9
    • 84889665413 scopus 로고    scopus 로고
    • JCSS Probabilistic Model Code, 2001
    • JCSS Probabilistic Model Code, 2001, http://www.jcss.ethz.ch.
  • 10
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    • Optimization of the target reliability for temporary structures
    • doi: 10.1080/10286608.2012.733373
    • Holický, M.: Optimization of the target reliability for temporary structures. Civil Engineering and Environmental Systems, 2012, doi: 10.1080/10286608.2012.733373.
    • (2012) Civil Engineering and Environmental Systems
    • Holický, M.1
  • 14
    • 84889685252 scopus 로고    scopus 로고
    • Conservation of concrete structures according to fib Model Code 2010
    • doi: 10.1002/suco.201300046
    • Matthews, S., Bigaj-van Vliet, A.J., Ueda, T., Conservation of concrete structures according to fib Model Code 2010, Structural Concrete (2013) 14, pp. 362-377, doi: 10.1002/suco.201300046.
    • (2013) Structural Concrete , vol.14 , pp. 362-377
    • Matthews, S.1    Bigaj-Van Vliet, A.J.2    Ueda, T.3
  • 16
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    • Reliability-based non-linear analysis according to fib Model Code 2010
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    • Cervenka, V., Reliability-based non-linear analysis according to fib Model Code 2010. Structural Concrete (2013) 14, pp. 19-28, doi: 10.1002/suco.201200022.
    • (2013) Structural Concrete , vol.14 , pp. 19-28
    • Cervenka, V.1
  • 17
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    • Global safety format for non-linear analysis of reinforced concrete structures
    • doi: 10.1002/suco.201200017
    • Allaix, D. L., Carbone, V. I., Mancini, G., Global safety format for non-linear analysis of reinforced concrete structures. Structural Concrete (2013) 14, pp. 29-42, doi: 10.1002/suco.201200017.
    • (2013) Structural Concrete , vol.14 , pp. 29-42
    • Allaix, D.L.1    Carbone, V.I.2    Mancini, G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.