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Minaei, Yaghub, Mashayekhi, Mohammadreza, Sarcheshmehpour, Mohammad. (1404). Incremental Dynamic Analysis of Mid-Rise Buildings with Buckling Restrained Brace Frame System under Pulse-Like Near-Fault Ground Motions. نشریه هنرهای کاربردی, 13(4), 47-66. doi: 10.22075/jrce.2025.33814.2044
Yaghub Minaei; Mohammadreza Mashayekhi; Mohammad Sarcheshmehpour. "Incremental Dynamic Analysis of Mid-Rise Buildings with Buckling Restrained Brace Frame System under Pulse-Like Near-Fault Ground Motions". نشریه هنرهای کاربردی, 13, 4, 1404, 47-66. doi: 10.22075/jrce.2025.33814.2044
Minaei, Yaghub, Mashayekhi, Mohammadreza, Sarcheshmehpour, Mohammad. (1404). 'Incremental Dynamic Analysis of Mid-Rise Buildings with Buckling Restrained Brace Frame System under Pulse-Like Near-Fault Ground Motions', نشریه هنرهای کاربردی, 13(4), pp. 47-66. doi: 10.22075/jrce.2025.33814.2044
Minaei, Yaghub, Mashayekhi, Mohammadreza, Sarcheshmehpour, Mohammad. Incremental Dynamic Analysis of Mid-Rise Buildings with Buckling Restrained Brace Frame System under Pulse-Like Near-Fault Ground Motions. نشریه هنرهای کاربردی, 1404; 13(4): 47-66. doi: 10.22075/jrce.2025.33814.2044

Incremental Dynamic Analysis of Mid-Rise Buildings with Buckling Restrained Brace Frame System under Pulse-Like Near-Fault Ground Motions

Journal of Rehabilitation in Civil Engineering
مقاله 27، دوره 13، شماره 4 - شماره پیاپی 40، بهمن 2025، صفحه 47-66
نوع مقاله: Regular Paper
شناسه دیجیتال (DOI): 10.22075/jrce.2025.33814.2044
نویسندگان
Yaghub Minaei1؛ Mohammadreza Mashayekhi* 2؛ Mohammad Sarcheshmehpour3
1Department of Civil Engineering, Technical and Vocational University (TVU), Tehran, Iran
2Department of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran
3Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran
تاریخ دریافت: 21 اردیبهشت 1403،  تاریخ بازنگری: 04 دی 1403،  تاریخ پذیرش: 25 دی 1403 
چکیده
Buckling Restrained Braced Frames (BRBFs) are frequently utilized as seismic force-resisting systems due to their considerable ductility and energy dissipation capacity. While BRBFs have shown reliable seismic performance in extensive experimental and numerical studies under far-field ground motions, research on their performance under near-fault ground motions is limited. near-fault ground motions, characterized by short-duration pulses with high amplitudes, impose greater seismic demands on structures. This study conducts Incremental Dynamic Analysis (IDA) on two 8- and 12-story BRBF structures under far-fault and near-fault ground motions. Comparison involves confidence intervals of average IDA curves rather than direct curve comparisons due to record selection uncertainty. At 99% confidence, no significant differences are observed. At 95% confidence, a minor difference is noted, while at 90%, substantial differences emerge, with confidence intervals indicating about a 25% difference for the 8-story and 75% for the 12-story structure. Residual drift comparisons show no significant difference at 99% confidence, a slight difference for the 12-story structure at 95%, and significant differences for both structures at 90% confidence. This suggests the importance of considering near-fault ground motions in assessing BRBF seismic performance, particularly for taller structures.
کلیدواژه‌ها
Buckling restrained braced frame؛ Near-Field ground motion؛ Nonlinear dynamic analysis؛ Incremental dynamic analysis
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