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Dashtaki, Hananeh, Shayanfar, Javad, Jamshidi, Morteza. (1405). Performance-Based Seismic Assessment of RC Frames Strengthened with Steel Angle and Strap Systems. پژوهشنامه مدیریت اجرایی, (), 51-71. doi: 10.22080/ceas.2026.31395.1082
Hananeh Dashtaki; Javad Shayanfar; Morteza Jamshidi. "Performance-Based Seismic Assessment of RC Frames Strengthened with Steel Angle and Strap Systems". پژوهشنامه مدیریت اجرایی, , , 1405, 51-71. doi: 10.22080/ceas.2026.31395.1082
Dashtaki, Hananeh, Shayanfar, Javad, Jamshidi, Morteza. (1405). 'Performance-Based Seismic Assessment of RC Frames Strengthened with Steel Angle and Strap Systems', پژوهشنامه مدیریت اجرایی, (), pp. 51-71. doi: 10.22080/ceas.2026.31395.1082
Dashtaki, Hananeh, Shayanfar, Javad, Jamshidi, Morteza. Performance-Based Seismic Assessment of RC Frames Strengthened with Steel Angle and Strap Systems. پژوهشنامه مدیریت اجرایی, 1405; (): 51-71. doi: 10.22080/ceas.2026.31395.1082

Performance-Based Seismic Assessment of RC Frames Strengthened with Steel Angle and Strap Systems

Civil Engineering and Applied Solutions
مقالات آماده انتشار، پذیرفته شده، انتشار آنلاین از تاریخ 26 خرداد 1405
نوع مقاله: Original Article
شناسه دیجیتال (DOI): 10.22080/ceas.2026.31395.1082
نویسندگان
Hananeh Dashtaki1؛ Javad Shayanfar* 2؛ Morteza Jamshidi1
1Department of Civil Engineering, Islamic Azad University, Chalous, Iran
2Department of Civil Engineering, University of Minho, Azurém, Guimarães 4800-058, Portugal
تاریخ دریافت: 06 اسفند 1404،  تاریخ بازنگری: 21 فروردین 1405،  تاریخ پذیرش: 26 خرداد 1405 
چکیده
The seismic vulnerability of reinforced concrete (RC) structures designed according to outdated standards lacking seismic provisions has been widely documented through experimental investigations and post-earthquake observations. Consequently, reliable assessment of the seismic performance of such structures and the development of effective strengthening strategies remain critical objectives in earthquake engineering. This study investigates the seismic behavior of RC frames strengthened using steel angle and strap systems through analytical and numerical approaches. A novel sectional moment–curvature model is developed, incorporating confinement effects from stirrups and steel straps as well as local buckling of compressive steel angles. Sectional curvature is converted to member rotation to derive plastic hinge properties for nonlinear structural analysis. The proposed model is validated against experimental data from existing studies, demonstrating strong agreement in predicting flexural and shear behavior. Subsequently, the seismic performance of strengthened RC members and structural systems is evaluated through nonlinear pushover analysis, with emphasis on performance levels, plastic hinge development, and failure mechanisms. Results indicate that the steel angle and strap system substantially enhances load-carrying capacity and ductility, leading to improved seismic performance and reduced structural vulnerability. These findings confirm the effectiveness of the strengthening strategy and provide an analytical framework for performance-based seismic assessment and retrofit design of existing RC structures.
کلیدواژه‌ها
Reinforced concrete frames؛ Seismic retrofit؛ Steel angles and straps؛ Nonlinear analysis
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