Journals / Turkish Journal of Engineering / 2021 / Volume: 5 Issue: 4

Research on A1 irregularity status in different spectral acceleration coefficients on reinforced concrete structures

Abdulkerim İlgün(KTO KARATAY ÜNİVERSİTESİ)0000-0002-9784-460X
Ahmet Mesut Yorulmaz(KONYA TEKNİK UNİVERSİTESIİ)0000-0001-7155-3399
Pages
—
Publication Date
2021-10-01
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Also, the importance of the location of the shear wall elements in the plan was once again emphasized.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Most of the building damages in our country are caused by earthquakes.
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Key Findings & Data:Irregularities in the plan include A1 Torsional Irregularities; A2 Floor Discontinuities; and A3 Bulges in the Plan.
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Conclusion & Impact:Also, the importance of the location of the shear wall elements in the plan was once again emphasized.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Torsional İrregularity · Reinforced Concrete Structure · Structural Behavior

Abstract

Most of the building damages in our country are caused by earthquakes. As known, the properties of the building are determinant in the magnitude of the earthquake forces that cause these damages. Thus, selection of the structural system is crucial in the design process. In case of any irregularity in the building, load transfer will not be provided safely. In the Turkish Earthquake Code, related irregularities are analysed under two groups. Group A indicates the irregularities in the plan, and Group B represents vertical irregularities. Irregularities in the plan include A1 Torsional Irregularities; A2 Floor Discontinuities; and A3 Bulges in the Plan. In this study, A1 irregularity status in the reinforced concrete structure was analysed for different spectral acceleration coefficients. The purpose of the study is to understand the change of torsional irregularity coefficient in different spectral acceleration coefficients. As a result, in a typical building with the same geometric and stiffness properties, the torsional irregularity coefficient is not changed for different earthquake zones. Also, the importance of the location of the shear wall elements in the plan was once again emphasized.

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Cite This Article

İlgün, A., Yorulmaz, A. M. (2021). Research on A1 irregularity status in different spectral acceleration coefficients on reinforced concrete structures. Turkish Journal of Engineering, Volume: 5 Issue: 4. https://doi.org/10.31127/tuje.728820

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