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Dergiler / Sakarya University Journal of Science / 2026 / Volume: 30 Issue: 1

Comparative Seismic Assessment of Steel Moment-Resisting Frames Using Real and Artificial Spectrum-Matched Records under Multiple Soil Conditions

Çigdem Avcı Karataş(YALOVA UNIVERSITY, FACULTY OF ENGINEERING)0000-0002-6383-1376
Kıvanç Taşkın(ESKISEHIR TECHNICAL UNIVERSİTY)0000-0001-8024-4600
Kerem Peker(ERDEMLI ENGINEERING AND CONSULTING CO. LTD.)0000-0003-0760-6964
Mustafa Kulak(ESKISEHIR TECHNICAL UNIVERSİTY)0009-0009-9322-3150
Sayfa
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Yayın Tarihi
2026-01-28
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

The findings highlight the need to integrate both record types into seismic assessments and contribute to the advancement of performance-based earthquake engineering approaches.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:This study investigates the seismic response of steel moment-resisting frames (MRFs) using linear time-history analysis (LTHA) to evaluate the influence of real and artificial spectrum-matched ground-motion records under multiple soil conditions.
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Temel Bulgular & Veri:Three archetype buildings—3-, 9-, and 20-story—were modeled according to the SAC Steel Project (FEMA 355-C Appendix B) and analyzed using SAP2000® to assess their comparative performance under different spectral inputs.
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Sonuç & Katkı:The findings highlight the need to integrate both record types into seismic assessments and contribute to the advancement of performance-based earthquake engineering approaches.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:2018 Verileri
⚙️Değişkenler:Steel MRFs · Seismic performance · Spectrum matching

Abstract

This study investigates the seismic response of steel moment-resisting frames (MRFs) using linear time-history analysis (LTHA) to evaluate the influence of real and artificial spectrum-matched ground-motion records under multiple soil conditions. Three archetype buildings—3-, 9-, and 20-story—were modeled according to the SAC Steel Project (FEMA 355-C Appendix B) and analyzed using SAP2000® to assess their comparative performance under different spectral inputs. The analysis employed three types of seismic spectra: The Elastic Spectrum (ES), Reduced Turkish Earthquake Code (TEC-2018) Spectrum, and Reduced ASCE Spectrum across four local soil classes (ZA–ZD). A total of 252 earthquake ground motions, including real and artificial records, were used. The results revealed that artificial records achieved smoother spectral compatibility and more stable base shear predictions, whereas real records induced higher variability owing to their natural frequency content and phase characteristics. This divergence was most significant in softer soils (ZC and ZD), with base shear variations of up to ±35%. The findings highlight the need to integrate both record types into seismic assessments and contribute to the advancement of performance-based earthquake engineering approaches.

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Bu Makaleye Atıf Yap

Karataş, Ç. A., Taşkın, K., Peker, K., Kulak, M. (2026). Comparative Seismic Assessment of Steel Moment-Resisting Frames Using Real and Artificial Spectrum-Matched Records under Multiple Soil Conditions. Sakarya University Journal of Science, Volume: 30 Issue: 1. https://doi.org/10.16984/saufenbilder.1740692

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