Techno Press
Techno Press

Steel and Composite Structures   Volume 28, Number 4, August25 2018, pages 439-447
DOI: http://dx.doi.org/10.12989/scs.2018.28.4.439
 
Computational investigation of the comparative analysis of cylindrical barns subjected to earthquake
Yousef Zandi, Mahdi Shariati, Aminaton Marto, Xing Wei, Zeki Karaca, Duy Kien Dao, Ali Toghroli, Mir Heydar Hashemi, Yadollah Sedghi, Karzan Wakil and Majid Khorami

 
Abstract     [Full Text]
    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 sz closed distributions to one another.
 
Key Words
    analysis of cylindrical barns; earthquake load; added mass; Lagrangian approach; analytical methods
 
Address
(1) Yousef Zandi:
Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran;
(2) Mahdi Shariati, Aminaton Marto:
Malaysia-Japan International Institute of Technology, Universiti Teknologi Malaysia, Kuala Lumpur, Malaysia;
(3) Mahdi Shariati:
Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran;
(4) Mahdi Shariati, Ali Toghroli:
Department of Civil Engineering, Faculty of engineering, University of Malaya, Kuala Lumpur, Malaysia;
(5) Xing Wei:
Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu, China;
(6) Zeki Karaca:
Department of Civil Engineering, Karadeniz Technichal University, Trabzon, Turkey;
(7) Duy Kien Dao:
Department of Civil Engineering, Ho Chi Minh City University of Technology and Education, 1 Vo Van Ngan street, Thu Duc District, Ho Chi Minh City, Vietnam;
(8) Mir Heydar Hashemi:
Department of Civil Engineering, Faculty of Engineering, Azarbaijan Shahid Madani University, Tabriz, Iran;
(9) Yadollah Sedghi:
Department of Civil Engineering, Qeshm International Branch, Islamic Azad University, Qeshm, Iran;
(10) Karzan Wakil:
University of Human Development, Iraq;
(11) Karzan Wakil:
Information Technology Department, Technical College of Informatics, Sulaimani Polytechnic University, Iraq;
(12) Majid Khorami:
Facultad de Arquitectura y Urbanismo, Universidad Tecnologica Equinoccial, Calle Rumipamba s/n y Bourgeois, Quito, Ecuador.
 

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