Steel and Composite Structures

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Computational investigation of the comparative analysis of cylindrical barns subjected to earthquake

  • Zandi, Yousef (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Shariati, Mahdi (Malaysia-Japan International Institute of Technology, Universiti Teknologi Malaysia) ;
  • Marto, Aminaton (Malaysia-Japan International Institute of Technology, Universiti Teknologi Malaysia) ;
  • Wei, Xing (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) ;
  • Karaca, Zeki (Department of Civil Engineering, Karadeniz Technichal University) ;
  • Dao, Duy Kien (Department of Civil Engineering, Ho Chi Minh City University of Technology and Education) ;
  • Toghroli, Ali (Department of Civil Engineering, Faculty of engineering, University of Malaya) ;
  • Hashemi, Mir Heydar (Department of Civil Engineering, Faculty of Engineering, Azarbaijan Shahid Madani University) ;
  • Sedghi, Yadollah (Department of Civil Engineering, Islamic Azad University, Qeshm International Campus) ;
  • Wakil, Karzan (University of Human Development) ;
  • Khorami, Majid (Facultad de Arquitectura y Urbanismo, Universidad Tecnologica Equinoccial, Calle Rumipamba s/n y Bourgeois)
  • Received : 2018.02.21
  • Accepted : 2018.06.14
  • Published : 2018.08.25
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Abstract

The structural behaviors of cylindrical barns as a specific engineering structure have been considered as a complicated computing process. The structure design against the earthquake load, to protect by using the code, is an urgency avoiding unexpected damages. The situation has been subjected to the applied design method if there would be no failure across the construction procedures. The purpose of the current study is to clarify the behaviors of cylindrical reinforced concrete barns through the analytic methods across the mass and Lagrangian approaches through the whole outcomes comparison indicating that the isoparametric element obtained from the Lagrangian approach has been successfully applied in the barns earthquake analysis when the slosh effects have been discarded. The form of stress distributions is equal with $s_z$ closed distributions to one another.

Keywords

References

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