Analysis Of Masonry Structures Retrofitted With Glass Fiber Reinforced Polymer Using Finite Element Method
| Author(s) | : | Mahmoud Ziada, Sertaç Tuhta, Yosra Tammam |
| Institution | : | OndokuzMayis University, Faculty of Engineering, Department of Civil Engineering, Atakum/Samsun, Turkey |
| Published In | : | Vol. 5, Issue 4 — April 2018 |
| Page No. | : | 1174-1183 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
In this study, Analysis of masonry structures retrofitted with glass fiber reinforced polymer using finiteelement method. by using the same method & analyzing the existing building, dynamic parameters were compared. Thebuilding consists of two stories with wooden floors and stone walls. Stress, shear forces and moment of the structuralmembers are calculated by ETABS v.16 program. Structural members of the masonry building are modeled as shellmember after the material properties are determined. There’s have been a decrease in the value of stress, moment, shearforces and periods of the modal when the building was retrofitted by unidirectional GFRP.
Mahmoud Ziada, Sertaç Tuhta, Yosra Tammam, “Analysis Of Masonry Structures Retrofitted With Glass Fiber Reinforced Polymer Using Finite Element Method”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 4, pp. 1174-1183, April 2018.
