Numerical damage assessment of haghia sophia Bell tower by nonlinear FE modeling
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Publication:967784
DOI10.1016/j.apm.2009.03.033zbMath1185.74078OpenAlexW2030067375MaRDI QIDQ967784
Abdurrahman Şahin, Alemdar Bayraktar, D. Mehmet Özcan, Faruk Yildirim
Publication date: 2 May 2010
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2009.03.033
finite element analysisnonlinear modelingseismic analysismasonryfailure behaviorhaghia sophia Bell tower
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Related Items (3)
Ambient vibration-based system identification of a medieval masonry bastion for health assessment using nonlinear analyses ⋮ A new adaptive approach of the Metropolis-Hastings algorithm applied to structural damage identification using time domain data ⋮ Dynamic inversion method for the material parameters of a high arch dam and its foundation
Uses Software
Cites Work
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- A micro-mechanical homogenisation model for masonry: application to shear walls
- A kinematic FE limit analysis model for thick English bond masonry walls
- A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls
- A micro-mechanical model for the homogenisation of masonry.
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