Analysis Of Masonry Structures Retrofitted With Glass Fiber Reinforced Polymer Using Finite Element Method

Authors

  • Mahmoud Ziada OndokuzMayis University, Faculty of Engineering, Department of Civil Engineering, Atakum/Samsun, Turkey
  • Sertaç Tuhta 1OndokuzMayis University, Faculty of Engineering, Department of Civil Engineering, Atakum/Samsun, Turkey
  • Yosra Tammam İstanbul University, Faculty of Engineering, Department of Civil Engineering, Avcılar/İstanbul, Turkey

Keywords:

GFRP; masonry structure; frequency; period; retrofitting

Abstract

In this study, Analysis of masonry structures retrofitted with glass fiber reinforced polymer using finite
element method. by using the same method & analyzing the existing building, dynamic parameters were compared. The
building consists of two stories with wooden floors and stone walls. Stress, shear forces and moment of the structural
members are calculated by ETABS v.16 program. Structural members of the masonry building are modeled as shell
member after the material properties are determined. There’s have been a decrease in the value of stress, moment, shear
forces and periods of the modal when the building was retrofitted by unidirectional GFRP.

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Published

2018-04-25

How to Cite

Mahmoud Ziada, Sertaç Tuhta, & Yosra Tammam. (2018). Analysis Of Masonry Structures Retrofitted With Glass Fiber Reinforced Polymer Using Finite Element Method. International Journal of Advance Engineering and Research Development (IJAERD), 5(4), 1174–1183. Retrieved from https://www.ijaerd.org/index.php/IJAERD/article/view/3218

Issue

Vol. 5 No. 4 (2018): Volume 5 Issue 4 April 2018

Section

Articles