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Volumn 46, Issue , 2007, Pages 233-242

Evaluation of experimental procedures for confined concrete columns using 3D finite element analyses

Author keywords

Confinement pressure; Finite element; Geometrical defects; Isotropic damage theory; Reinforced concrete column

Indexed keywords

DEFORMATION; FINITE ELEMENT METHOD; LOADING;

EID: 38849124252     PISSN: 1743355X     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.2495/CMEM070251     Document Type: Conference Paper
Times cited : (5)

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  • 2
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  • 12
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  • 14
    • 38849166624 scopus 로고    scopus 로고
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  • 15
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    • Köksal, H.O., Doran, B., Özsoy, A.E. & Alacali, S.N., Nonlinear Modeling of Concentrically Loaded Reinforced Blockwork Masonry Columns, Canadian Journal of Civil Engineering, Volume 31, Number 6, pp.1012-1023, 2004.
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    • Köksal, H.O.1    Doran, B.2    Özsoy, A.E.3    Alacali, S.N.4
  • 16
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    • Crack Band Theory for Fracture of Concrete
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  • 18
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    • Damage Analysis of RC Beams without Web Reinforcement
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.