SavedAdd your journal

Journals / Journal of International Environmental Application and Science / 2016 / Cilt: 11 - Sayı: 1

The Behavior of Infilled Steel Frames under Horizontal Loading

Adnan KARADUMAN
Pages
55–59
Publication Date
2016-03-30
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

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

By applying lateral forces, lateral displacements, crack patterns, failure modes and ductility were investigated on the specimens.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:In this study, seven steel frame systems which have different geometries were tested.
📊
Key Findings & Data:The steel frames which were tested in the study have different span lenght / height ratios (L/H = 1.00, 1.25, 1.50).
💡
Conclusion & Impact:By applying lateral forces, lateral displacements, crack patterns, failure modes and ductility were investigated on the specimens.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Infilled steel frames · lateral loads · lateral stiffness

Abstract

In this study, seven steel frame systems which have different geometries were tested. One bay one story steel frame systems were filled with air-holed brick wall. The steel frames which were tested in the study have different span lenght / height ratios (L/H = 1.00, 1.25, 1.50). Each of the steel frames with different span lenght /height ratio were tested under three different conditions, first the span was empty, in the second condition the span was filled with air holed brick wall and in the third condition the span was filled with air-holed brick wall with plaster. By applying lateral forces, lateral displacements, crack patterns, failure modes and ductility were investigated on the specimens.

🔖

Cite This Article

KARADUMAN, A. (2016). The Behavior of Infilled Steel Frames under Horizontal Loading. Journal of International Environmental Application and Science, Cilt: 11 - Sayı: 1, 55–59. https://ajindex.com/articles/46871

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (8)

  1. Altın S, (1990) Strenghening of Reinforced Concrete Frames With Reinforced Concrete Infills”, Ph. D. Thesis in ODTÜ, Ankara,
  2. Turkay. Nezhad AHV, Rasoolan, I (2013) Effect of the Use of Cross Bar Supporting of Infilled Masonry in Improving Seismic Performance of Steel Buildings. Journal of Academic and Applied Studies 3, 38-52 Budak A, (1997) Dolgu Duvarlı Çerçevelerin Sonlu Elemanlar Yöntemi ile Malzeme Bakımından Doğrusal Olmayan Hesabı”, KTÜ, Yüksek Lisans Tezi. Trabzon, Turkey Ersoy U, Uzsoy Ş, Aktan E, (1971) Dolgulu Çerçevelerin Davranış ve Mukavemeti”, Ankara,
  3. TÜBİTAK, PROGE MAG-205. Gülkan P, Wasti ST, (1993) Çerçeve Dolgu Etkileşmesi: Lineer Olmayan Bir İrdeleme”. XII. Tecnical Congress on Civil Engineering, Ankara. Turkey. Holmes M, (1961) Steel Frames with and Concrete Infilling, Proc. I.C.E., 19, 473-478.
  4. Kaltakcı MY, Korkmaz HH, Köken A, (2007) An investigation of the behaviour of steel frames with masonry infills under lateral loading, Medwell Online Journal of Engineering and Applied Sciences, 2, 930-943.
  5. Kaltakcı, M.Y., Köken A, Korkmaz H.H.(2008). “An Experimental Study On The Behavior Of Infilled Steel Frames Under Reversed-Cycling Loading” Iranian J. Sci. & Tech. B, Engineering, 32, 157-160.
  6. Kaltakcı MY, Köken A, (2014) The Behaviour of Infilled Steel Frames Under Reverse Cyclic Loading, Advanced Steel Construction 10, 200-215.
  7. Karaduman, A. 1998. “Dolgu Duvarlarının Çerçevelerin Yatay Yükler Altındaki Davranışlarına Etkileri”, Doktora Tezi, Selçuk Üniversitesi Fen Bilimleri Enstitüsü, Konya. Karaduman, A.,Polat Z.(2010). “The Behaviour of Infilled Frames Under Horizontal Loading”,Journal of International Environmental Application.Science, Vol 5(1),133-137, Konya,Turkey. Köken A, (2003) Tersinir-Tekrarlanır Yatay Yükleme Altındaki Çok Katlı Ve Çok Açıklıklı Dolgu Duvarlı Çelik Çerçevelerin Davranışının Teorik ve Deneysel Olarak İncelenmesi, Ph.D. Thesis, Selcuk University Institute of Natural and App. Sciences, Konya, Turkay. Lila M. Abdel-Hafez, AEY, Abouelezz, Faseal F, Elzefeary, (2014), Behavior of masonry strengthened infilled reinforced concrete frames under in-plane load Housing and Building National Research CenterHBRC Journal doi:10.1016/j.hbrcj.2014.06.005 Marjani F, (1997) Behaviour of Brick Infilled Reinforced Concrete Frames Under Reversed Cyclic Loading”, Ph. D. Thesis, ODTU. Ankara,
  8. Turkay Skafida S, Koutas L, Bousias SN, (2014) Analytical Modeling of Masonry Infilled RC Frames and Verification with Experimental Data. Jour