Numerical damage assessment of Haghia Sophia bell tower by nonlinear FE modeling

Applied Mathematical Modelling

Volumn 34, Issue 1, 2010, Pages 92-121

  Bayraktar, Alemdar ^a   Şahin, Abdurrahman ^a   Özcan, D Mehmet ^a   Yildirim, Faruk ^a  

^a KARADENIZ TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Failure behavior; Finite element analysis; Haghia Sophia bell tower; Masonry; Nonlinear modeling; Seismic analysis

Indexed keywords

FAILURE BEHAVIOR; FINITE ELEMENT ANALYSIS; HAGHIA SOPHIA BELL TOWER; MASONRY; NONLINEAR MODELING; SEISMIC ANALYSIS;

BELLS; DAMAGE DETECTION; DYNAMIC ANALYSIS; FAILURE ANALYSIS; FINITE ELEMENT METHOD; FOUNDATIONS; MASONRY MATERIALS; QUALITY ASSURANCE; SEISMOLOGY; THREE DIMENSIONAL; TOWERS;

NONLINEAR ANALYSIS;

EID: 69249219271     PISSN: 0307904X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.apm.2009.03.033     Document Type: Article

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