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Volumn 14, Issue 1, 2013, Pages 19-28

Reliability-based non-linear analysis according to fib Model Code 2010

Author keywords

fib Model Code 2010; non linear analysis; reliability; safety formats

Indexed keywords

BRIDGES; CODES (SYMBOLS); CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; NUMERICAL MODELS; REINFORCED CONCRETE; RELIABILITY; RELIABILITY ANALYSIS; SAFETY ENGINEERING;

EID: 84874984323     PISSN: 14644177     EISSN: 17517648     Source Type: Journal    
DOI: 10.1002/suco.201200022     Document Type: Review
Times cited : (127)

References (17)
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    • Cervenka, V.; Pukl, R.; Ozbold, J.; Eligehausen, R.: Mesh Sensitivity Effects in Smeared Finite Element Analysis of Concrete Fracture, Proc. Fracture Mechanics of Concrete Structure II, (FRAMCOS 2), Wittmann, F. H. (ed.). Zurich, 25-28 July 1995, vol. II, pp. 1387-1396, ISBN 3-905088-12-6.
    • Proc. Fracture Mechanics of Concrete Structure II
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    • (1992) ACI Structural Journal , vol.3 , pp. 311-318
    • Menétrey, P.1    Willam, K.J.2
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    • 51349111810 scopus 로고    scopus 로고
    • Three-dimensional combined fracture-plastic material model for concrete
    • ISSN 0749-6419
    • Cervenka, J.; Pappanikolaou, V.: Three-dimensional combined fracture-plastic material model for concrete. Int. J. of Plasticity, vol. 24, 12, 2008, pp. 2192-2220, ISSN 0749-6419.
    • (2008) Int. J. of Plasticity , vol.24 , Issue.12 , pp. 2192-2220
    • Cervenka, J.1    Pappanikolaou, V.2
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    • Safety Formats for Nonlinear Analysis of Concrete Structures
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    • Cervenka, V.; Global Safety Format for Nonlinear Calculation of Reinforced Concrete. Beton- und Stahlbetonbau (2008) 103, special edition, Ernst & Sohn, pp. 37-42.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.