Behavior of RC buildings with column discontinuity under the influence of vertical acceleration and near-fault effects
Yazarlar (3)
Arş. Gör. İsmail TOZLU Karabük Üniversitesi, Türkiye
Prof. Dr. Şenol GÜRSOY Karabük Üniversitesi, Türkiye
Erhan Eren
Karabük Üniversitesi, Türkiye
Karabük Üniversitesi, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | Earthquake and Structures (Q3) | ||
| Dergi ISSN | 2092-7614 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 03-2025 |
| Cilt / Sayı / Sayfa | 28 / 3 / 237–252 | DOI | 10.12989/eas.2025.28.3.237 |
| Makale Linki | https://www.techno-press.org/?page=container&journal=eas&volume=28&num=3 | ||
| UAK Araştırma Alanları |
Betonarme Yapılar
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| Özet |
| This study investigates vertical irregularities in structures with column discontinuities, a topic rarely examined in existing literature. The critical importance of this issue was highlighted by the Kahramanmaraş earthquakes, which exceeded expected maximum acceleration values in both horizontal and vertical components. In response, 80 Nonlinear Time History Analyses (NLTHAs) were conducted using acceleration records for ZD-type soil, considering near-fault effects (Mw>= 7.0). Scenarios were analyzed both with and without vertical acceleration to assess the behavior of regular and irregular structures under design-level (DD2) and maximum-level (DD1) earthquakes. The results indicate significant changes in axial load-carrying capacity, especially in irregular structures, due to vertical accelerations. Notably, while using average responses from multiple earthquake records is a common practice, this approach … |
| Anahtar Kelimeler |
| column discontinuity | near fault | nonlinear analysis | vertical ground motion | vertical irregularity |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Web of Science | 1 |
| Scopus | 1 |
| Google Scholar | 3 |