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Journals / Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi / 2016 / Cilt: 19 - Sayı: 2

Masonry Infill Walls Effect In Short Column Formation In Rc Buildings: A Case Study

Betonarme Binalarda Kısa Kolon Oluşumunda Dolgu Duvar Etkisi: Örnek Çalışma

Mehrzad Mohabbi YADOLLAHI
Ahmet BENLİ
Sadık VAROLGÜNEŞ
Pages
78–83
Publication Date
2016-09-09
DOI
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AI Summary & Key Takeaways

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

In this paper, the effect of infill wall in formation of short column at military aid watchtower in Turkey has been analyzed and the analysis result compared with effect of earthquake that have been seen after earthquake

📌 3 Key Takeaways

🎯
Objective & Hypothesis:The analyses of infill frame structures are generally done ignoring the presence of brick masonry in the analytical models but it is a prevalent mistake.
📊
Key Findings & Data:Behaviors of such buildings vary significantly during the earthquake events.
💡
Conclusion & Impact:In this paper, the effect of infill wall in formation of short column at military aid watchtower in Turkey has been analyzed and the analysis result compared with effect of earthquake that have been seen after earthquake
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Betonarme yapılar · tuğla dolgu duvarlar · kısa kolon

Abstract

The analyses of infill frame structures are generally done ignoring the presence of brick masonry in the analytical models but it is a prevalent mistake. Behaviors of such buildings vary significantly during the earthquake events. The lateral resisting capacity of infill wall actually restricts the column only up to the wall height but above the wall height, the free column deforms easily. In this paper, the effect of infill wall in formation of short column at military aid watchtower in Turkey has been analyzed and the analysis result compared with effect of earthquake that have been seen after earthquake

Özet

Dolgu duvar çerçeve yapılarının analizleri genellikle analitik modellerde tuğla duvar varlığını dikkate alınmadan yapılır fakat bu yaygın bir hatadır. Bu tür binaların davranışlar deprem durumunda önemli ölçüde değişmektedir. Dolgu duvarın yanal kuvvetlere dayanım kapasitesi gerçekte kolonu duvar yüksekliğine kadar olan bölümde sınırlamaktadır, duvar yüksekliğinin üstünde kalan kolon kolayca deforme olmaktadır. Bu çalışmada, Türkiye’de askeri bir karakol gözetleme kulesinde depremden dolayı oluşan kısa kolonda, dolgu duvar etkisi analiz edilmiş ve analiz sonucu deprem öncesi durumla karşılaştırılmıştır

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Cite This Article

YADOLLAHI, M. M., BENLİ, A., VAROLGÜNEŞ, S. (2016). Masonry Infill Walls Effect In Short Column Formation In Rc Buildings: A Case Study. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, Cilt: 19 - Sayı: 2, 78–83. https://ajindex.com/articles/876664

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References (2)

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