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Dergiler / Yenilikçi Mühendislik ve Doğa Bilimleri / 2026 / Volume: 6 Issue: 1

Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature

Halit Erdem Çolakoğlu(GİRESUN ÜNİVERSİTESİ Keşap Meslek Yüksekokulu)0000-0002-4498-3569
Metin Hüsem(KARADENIZ TECHNICAL UNIVERSITY)0000-0002-6084-2192
Sayfa
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Yayın Tarihi
2026-01-31
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

This study provides practical support for the post-fire evaluation of reinforced concrete structural elements.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Temperature causes many physical and chemical changes and has a negative impact on reinforced concrete (RC) structures.
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Temel Bulgular & Veri:This study investigates the post-fire response of an RC column exposed to 600, 800, and 1000 °C following the ISO 834 standard fire curve.
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Sonuç & Katkı:This study provides practical support for the post-fire evaluation of reinforced concrete structural elements.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Structural behavior · High temperature · Reinforced concrete column

Abstract

Temperature causes many physical and chemical changes and has a negative impact on reinforced concrete (RC) structures. Long-term exposure to high temperatures reduces the strength and durability of RC elements and alters their seismic behavior. This study investigates the post-fire response of an RC column exposed to 600, 800, and 1000 °C following the ISO 834 standard fire curve. After natural cooling, the column behavior under cyclic lateral loading was analyzed. A finite element model was developed in ABAQUS to perform thermal analyses, followed by cyclic structural analyses. The effects of high temperature were evaluated in terms of changes in lateral load-carrying capacity and stiffness under different axial load levels. The results show that increasing temperature leads to a continuous reduction in both lateral load-carrying capacity and stiffness. At 1000 °C, these reductions reach approximately 53% and 85%, respectively. Based on these findings, RC columns exposed to temperatures of 600 °C and above 180 minutes should not be reused without strengthening. This study provides practical support for the post-fire evaluation of reinforced concrete structural elements.

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Bu Makaleye Atıf Yap

Çolakoğlu, H. E., Hüsem, M. (2026). Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature. Yenilikçi Mühendislik ve Doğa Bilimleri, Volume: 6 Issue: 1. https://doi.org/10.61112/jiens.1806895

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