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The Behavior of Infilled Steel Frames under Horizontal Loading

Year 2016, Volume: 11 Issue: 1, 55 - 59, 30.03.2016

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. 

References

  • Altın S, (1990) Strenghening of Reinforced Concrete Frames With Reinforced Concrete Infills”, Ph. D. Thesis in ODTÜ, Ankara, 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, 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.
  • 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.
  • 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.
  • Kaltakcı MY, Köken A, (2014) The Behaviour of Infilled Steel Frames Under Reverse Cyclic Loading, Advanced Steel Construction 10, 200-215.
  • 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, Turkay
  • Skafida S, Koutas L, Bousias SN, (2014) Analytical Modeling of Masonry Infilled RC Frames and Verification with Experimental Data. Journal of Structures, 2, 17.
  • Smith BS. (1962) Lateral Stiffness of Infilled Frames, Procee. A.S.C.E., 88, 183-99.
  • Smith BS, (1963) Infilled Frames”, Ph. D. Thesis, University of Bristol. UK
  • Smith BS, (1967) Composite Behavior of Infilled Frames” , Conference of Tall Buildings, pp 481-482, London.
  • Smith, BS, Carter C, (1969) A Method of Analysis for Infilled Frames, Proc. I.C.E., 31-41.
  • Yalçın E, (1999) Dolgu Duvarlarin Ve Konumlarinin Çok Katli Betonarme Yapilarin Deprem Kuvvetleri Altindaki Davranişina Etkileri, İTÜ, MSc Thesis, Istanbul, Turkey.
Year 2016, Volume: 11 Issue: 1, 55 - 59, 30.03.2016

Abstract

References

  • Altın S, (1990) Strenghening of Reinforced Concrete Frames With Reinforced Concrete Infills”, Ph. D. Thesis in ODTÜ, Ankara, 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, 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.
  • 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.
  • 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.
  • Kaltakcı MY, Köken A, (2014) The Behaviour of Infilled Steel Frames Under Reverse Cyclic Loading, Advanced Steel Construction 10, 200-215.
  • 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, Turkay
  • Skafida S, Koutas L, Bousias SN, (2014) Analytical Modeling of Masonry Infilled RC Frames and Verification with Experimental Data. Journal of Structures, 2, 17.
  • Smith BS. (1962) Lateral Stiffness of Infilled Frames, Procee. A.S.C.E., 88, 183-99.
  • Smith BS, (1963) Infilled Frames”, Ph. D. Thesis, University of Bristol. UK
  • Smith BS, (1967) Composite Behavior of Infilled Frames” , Conference of Tall Buildings, pp 481-482, London.
  • Smith, BS, Carter C, (1969) A Method of Analysis for Infilled Frames, Proc. I.C.E., 31-41.
  • Yalçın E, (1999) Dolgu Duvarlarin Ve Konumlarinin Çok Katli Betonarme Yapilarin Deprem Kuvvetleri Altindaki Davranişina Etkileri, İTÜ, MSc Thesis, Istanbul, Turkey.
There are 20 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Adnan Karaduman This is me

Publication Date March 30, 2016
Acceptance Date February 17, 2016
Published in Issue Year 2016 Volume: 11 Issue: 1

Cite

APA Karaduman, A. (2016). The Behavior of Infilled Steel Frames under Horizontal Loading. Journal of International Environmental Application and Science, 11(1), 55-59.
AMA Karaduman A. The Behavior of Infilled Steel Frames under Horizontal Loading. J. Int. Environmental Application & Science. March 2016;11(1):55-59.
Chicago Karaduman, Adnan. “The Behavior of Infilled Steel Frames under Horizontal Loading”. Journal of International Environmental Application and Science 11, no. 1 (March 2016): 55-59.
EndNote Karaduman A (March 1, 2016) The Behavior of Infilled Steel Frames under Horizontal Loading. Journal of International Environmental Application and Science 11 1 55–59.
IEEE A. Karaduman, “The Behavior of Infilled Steel Frames under Horizontal Loading”, J. Int. Environmental Application & Science, vol. 11, no. 1, pp. 55–59, 2016.
ISNAD Karaduman, Adnan. “The Behavior of Infilled Steel Frames under Horizontal Loading”. Journal of International Environmental Application and Science 11/1 (March 2016), 55-59.
JAMA Karaduman A. The Behavior of Infilled Steel Frames under Horizontal Loading. J. Int. Environmental Application & Science. 2016;11:55–59.
MLA Karaduman, Adnan. “The Behavior of Infilled Steel Frames under Horizontal Loading”. Journal of International Environmental Application and Science, vol. 11, no. 1, 2016, pp. 55-59.
Vancouver Karaduman A. The Behavior of Infilled Steel Frames under Horizontal Loading. J. Int. Environmental Application & Science. 2016;11(1):55-9.

“Journal of International Environmental Application and Science”