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Dergiler / Turkish Journal of Science and Technology / 2018 / Cilt: 13 - Sayı: 1

Linear Elastic Analyses of Masonry Walls

Erkut Sayın
Yusuf Calayır
Sayfa
55–59
Yayın Tarihi
2018-03-01
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

The obtained results from the linear elastic analysis were compared with ANSYS software results.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Masonry structures are commonly used in many countries.
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Temel Bulgular & Veri:Load bearing masonry walls are the most important structural element in the masonry structures.
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Sonuç & Katkı:The obtained results from the linear elastic analysis were compared with ANSYS software results.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Masonry walls · Linear elastic behaviour · Finite element method

Abstract

Masonry structures are commonly used in many countries. Load bearing masonry walls are the most important structural element in the masonry structures. In this study, a computer program was written in MATLAB for linear elastic analyses of masonry walls. In addition, a mesh program which meshes the wall as two dimensional model was written in MATLAB. These models were constituted with macro modelling approach. Three different load cases were applied to two dimensional masonry model with opening. The obtained results from the linear elastic analysis were compared with ANSYS software results.

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Bu Makaleye Atıf Yap

Sayın, E., Calayır, Y. (2018). Linear Elastic Analyses of Masonry Walls. Turkish Journal of Science and Technology, Cilt: 13 - Sayı: 1, 55–59. https://ajindex.com/articles/809611

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Kaynakça (8)

  1. Lourenco, P.B. (1996). Computational strategies for masonry structures, Delft University of Technology, Netherlands
  2. Lourenco, P.B. (1998). “Experimental and numerical issues in the modelling of the mechanical behaviour of masonry”, Structural Analysis of Historical Constructions II, Barcelona
  3. Building Census, (2000). State Institute of Statistics Prime Ministry Republic of Turkey, Ankara, Turkey
  4. Erdik, M. and Aydınoğlu, N. (2003). “Earthquake vulnerability of buildings in Turkey”, Third International Symposium on Integrated Disaster Risk Management, Kyota, 3-5 July 2003, Japan
  5. Rots, J.G. (1991). “Numerical simulation of cracking in structural masonry.” Heron, 36(2), 49-63
  6. Sayın, E. (2009). Nonlinear static and dynamic analysis of masonry structures, Fırat University, Graduate School of Natural and Applied Sciences, (in Turkish)
  7. ANSYS. (2015). Finite Element Software. Houston, TX, USA: Swanson Analysis System. Inc
  8. MATLAB. (2014). The MathWorks, Inc.