Seismic performance of concrete frames designed using different limits of allowed displacement of stories and using FRP to deal with high displacement of stories

Bagher Shemirani, Alireza; Lotfi, Hossein; Rezai, Ramin

doi:10.22065/jsce.2025.431406.3691

Seismic performance of concrete frames designed using different limits of allowed displacement of stories and using FRP to deal with high displacement of stories

Articles in Press

Document Type : Original Article

Authors

Alireza Bagher Shemirani ¹

Hossein Lotfi ²

Ramin Rezai ¹

¹ Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University, Tehran, Iran

² Faculty of Civil Water and Environmental Engineering Shahid Beheshti University, Tehran, Iran

10.22065/jsce.2025.431406.3691

Abstract

The design of concrete frames resisting lateral loads is usually controlled due to their low flexibility, strength, and story displacement limitations. The purpose of this study is to evaluate the seismic performance of an 8-story concrete frame designed according to Iranian regulations with three different levels of story displacement limit: 0.5%, 0.75%, and 1.0%. The seismic evaluation in this research has been done using pushover analysis and dynamic time-history analysis of earthquake. 10 records with different PGA levels are used in the analysis. Average values plus one standard deviation of story displacement ratio, maximum story displacement ratio are used as a basis for seismic performance evaluation. For this purpose, we examined the results of 3 different design types based on fixed dimensions of columns and beams and variable sizes of reinforcements, as well as 3 different types of designs with variable dimensions of columns and beams and constant sizes of reinforcements in the results. Then we reinforced one of the designs with FRP fibers. The obtained results showed that by fixing the size of the bars and increasing the dimensions of the frame, the strength and relative displacement of the floors will be reduced, these changes are 33% higher in the maximum amount in the D1 design compared to the D2 design.

Keywords

Pushover analysis

Dynamic time-history analysis

PGA

FRP fibers

Drift

Subjects