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EFFECT OF BUCKLING RESTRAINED STEEL BRACES ON NONLINEAR BEHAVIOR OF REINFORCED CONCRETE STRUCTURES

Year 2018, Volume: 20 Issue: 59, 299 - 314, 01.05.2018

Abstract

Buckling Restrained Braces are useful structural components when providing bracing for seismic or other loads. Buckling Restrained Braces which have a large ductility capacity are helped to decrease the plastic deformations due to seismic loadings. Although the literature information is limited for the reinforced concrete structures, frame with Buckling Restraint Braces are being used for a new and existing reinforced concrete buildings. In this study, Buckling Restraint Braces which are implemented to reinforced concrete sample structures having different number of stories (low/medium-rise) with different configurations are examined using nonlinear static analysis process. depremlerin ülkemiz ekonomisinin en az zarara oluşması

References

  • https://www.thebig5hub.com/inn ovation/2015/february/ebs- brings-the-latest-steel-brace- innovation-to-mena/ http://eralpyapi.com/urun- detay/celik-konstruksiyon-ev- #gallery-20 Yoshino T, Karino Y. 1971.
  • Experimental study on shear wall with braces: Part 2, Summaries of technical papers of annual meeting, Architectural Institute of Japan, Structural Engineering Section, Cilt S.403-404. Goel S.C, Lee H.S. 1990. Seismic strengthening of RC structures by ductile steel bracing system.
  • Proceedings of Fourth U.S National Earthquake. on Maheri M, Sahebi A. 1997. Use of steel bracing in reinforced concrete frames. Engineering
  • Structures, Cilt.19, No.12, s.1018- (97)00041-2
  • Kim J, Choi H. 2004. Behavior and design of structures with buckling- restrained braces, Engineering
  • Structures, Cilt.26, No.6, s.693-706. DOI: 1016/j.engstruct.2003.09.010
  • Qiang X. 2005. State of the art of buckling-restrained braces in
  • Asia. Journal of Constructional Steel Research, Cilt.61, s.727–748. DOI: 10.1016/j.jcsr.2004.11.005 Chang H.Y, Chiu C.K. 2011.
  • Performance Assessment of Buckling Restrained Braces. Procedia s.2187–2195. 1016/j.proeng.2011.07.275
  • Almansa F.L, Medina J.C, Oller S. A numerical model of the structural behavior of buckling restrained braces, Engineering Structures, Cilt.41, s.108–117. DOI: 1016/j.engstruct.2012.03.045
  • Hoveidae N, Rafezy B. 2012.
  • Overall buckling behavior of all- steel buckling restrained braces, Journal of Constructional Steel Research, Cilt.79, s.151-158. DOI: 1016/j.jcsr.2012.07.022
  • Khampanit A, Leelataviwat S, Kochanin J, Pennung Warnitchai P. strengthening design of non- ductile reinforced concrete frames using buckling-restrained braces, Engineering Structures, Cilt.81, s.110-122 1016/j.engstruct.2014.09.033 DOI:
  • Zhang J, Wu B, Mei Y, Shing P.B. Experimental and Analytical Studies on a Reinforced Concrete Frame Retrofitted with Buckling- Restrained Brace and Steel Caging, Advances Engineering, Cilt.18, No.2. s.155- 18.2.155 Structural DOI: 1260/1369
  • Sutcu, F, Takeuchi T, Matsui R. Seismic retrofit design method for RC buildings using buckling-restrained braces and steel Constructional Steel Research, Cilt.101, 1016/j.jcsr.2014.05.023 of s.304-313. DOI:
  • Deren H, Uzgider E, Piroğlu F, Çağlayan Ö.B. 2008. Çelik Yapılar, Baskı, İstanbul, 984s. http://www.grayson- Kitabevi, engineering.co.nz/images/board/f ullsize/Photo%2019c.jpg
  • Hussain S, Benschoten P.V, Satari M.A, Lin S. 2013. Buckling
  • Restrained Braced Frame (BRBF) Structures: Analysis, Design and Approvals Engineers, Inc. Los Angeles, CA. http://insaatteknigi.blogspot.com.t r/2014/06/burkulmas-onlenmis- celik-caprazlar.html AISC 10. Seismic
  • Provisions for Structural Steel Buildings, American Institute of Steel Illinois. Chicago, Doran, B, Akbaş B, Şenol E, Şeker O. Non-linear static analysis of strengthened existing RC frame building Earthquake Structural Avusturya. braces, and Dynamics, Viyana, Robinson K, Stocking A. 2013.
  • Buckling Restrained Braces-An Overview. TSC-2007,
  • Bölgelerinde Yapılacak Yapılar Hakkında Yönetmelik, Bayındırlık Bakanlığı, Ankara. Deprem TS500, 2000. Betonarme Yapıların
  • Tasarım ve Yapım Kuralları, Bakanlıklar, Ankara. FEMA 356, 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Society of Civil Sap2000 v14.2.2, 2010. Integrated
  • Structural Analysis and Design Software, Computer and Structures Inc., Berkeley, California. XTRACT ver.3.0.8, 2007. Cross
  • Sectional Analysis of Components, Imbsen Sacramento. System, Şenol E, Köse İ, Doran B, Mezrea P. E, Akbaş, B, 2015. Ductility Enhancement
  • Concrete Structure with Buckling- Restrained Advances in Civil and Infastructure Engineering, 12-13 Haziran, Vietri Sul Mare, İtalya. Reinforced Braced Frames, Yön B, Sayın E. 2011. Betonarme
  • Perdeler ve Çelik Çaprazlarla Yapılan Karşılaştırılması, International Technologies (IATS’11), Elazığ. th Advanced Symposium FEMA , Provisions Recommended Seismic Regulations for New Buildings and Other Structures, Federal Emergency Management Agency, Washington, D. C. for AISC 360-10. 2010. Specification for Structural Steel Buildings, American
  • Construction, Chicago, Illinois. of Steel

BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ

Year 2018, Volume: 20 Issue: 59, 299 - 314, 01.05.2018

Abstract

Burkulması önlenmiş çaprazlar, sismik ve/veya diğer yükler altında gerekli dayanımı sağlamak üzere kullanılan kullanışlı yapı elemanlarıdır. Önemli oranda süneklik kapasitesine sahip bu elemanlar deprem durumunda oluşan plastik şekil değiştirmelerin azaltılmasına da yardımcı olur. Her ne kadar literatürde yeterli bilgi olmasa da, yeni betonarme binaların tasarımında veya güçlendirme amaçlı olarak mevcut betonarme binalarda Burkulması önlenmiş çapraz elemanlar ile çerçeveler beraber kullanılabilmektedir. Bu çalışma kapsamında farklı kat sayılarına sahip (az/orta katlı) örnek betonarme yapılarda farklı şekilde uygulanmış Burkulması önlenmiş çapraz elemanlarla birlikte çerçeve davranışı doğrusal olmayan statik analiz ile incelenmiştir

References

  • https://www.thebig5hub.com/inn ovation/2015/february/ebs- brings-the-latest-steel-brace- innovation-to-mena/ http://eralpyapi.com/urun- detay/celik-konstruksiyon-ev- #gallery-20 Yoshino T, Karino Y. 1971.
  • Experimental study on shear wall with braces: Part 2, Summaries of technical papers of annual meeting, Architectural Institute of Japan, Structural Engineering Section, Cilt S.403-404. Goel S.C, Lee H.S. 1990. Seismic strengthening of RC structures by ductile steel bracing system.
  • Proceedings of Fourth U.S National Earthquake. on Maheri M, Sahebi A. 1997. Use of steel bracing in reinforced concrete frames. Engineering
  • Structures, Cilt.19, No.12, s.1018- (97)00041-2
  • Kim J, Choi H. 2004. Behavior and design of structures with buckling- restrained braces, Engineering
  • Structures, Cilt.26, No.6, s.693-706. DOI: 1016/j.engstruct.2003.09.010
  • Qiang X. 2005. State of the art of buckling-restrained braces in
  • Asia. Journal of Constructional Steel Research, Cilt.61, s.727–748. DOI: 10.1016/j.jcsr.2004.11.005 Chang H.Y, Chiu C.K. 2011.
  • Performance Assessment of Buckling Restrained Braces. Procedia s.2187–2195. 1016/j.proeng.2011.07.275
  • Almansa F.L, Medina J.C, Oller S. A numerical model of the structural behavior of buckling restrained braces, Engineering Structures, Cilt.41, s.108–117. DOI: 1016/j.engstruct.2012.03.045
  • Hoveidae N, Rafezy B. 2012.
  • Overall buckling behavior of all- steel buckling restrained braces, Journal of Constructional Steel Research, Cilt.79, s.151-158. DOI: 1016/j.jcsr.2012.07.022
  • Khampanit A, Leelataviwat S, Kochanin J, Pennung Warnitchai P. strengthening design of non- ductile reinforced concrete frames using buckling-restrained braces, Engineering Structures, Cilt.81, s.110-122 1016/j.engstruct.2014.09.033 DOI:
  • Zhang J, Wu B, Mei Y, Shing P.B. Experimental and Analytical Studies on a Reinforced Concrete Frame Retrofitted with Buckling- Restrained Brace and Steel Caging, Advances Engineering, Cilt.18, No.2. s.155- 18.2.155 Structural DOI: 1260/1369
  • Sutcu, F, Takeuchi T, Matsui R. Seismic retrofit design method for RC buildings using buckling-restrained braces and steel Constructional Steel Research, Cilt.101, 1016/j.jcsr.2014.05.023 of s.304-313. DOI:
  • Deren H, Uzgider E, Piroğlu F, Çağlayan Ö.B. 2008. Çelik Yapılar, Baskı, İstanbul, 984s. http://www.grayson- Kitabevi, engineering.co.nz/images/board/f ullsize/Photo%2019c.jpg
  • Hussain S, Benschoten P.V, Satari M.A, Lin S. 2013. Buckling
  • Restrained Braced Frame (BRBF) Structures: Analysis, Design and Approvals Engineers, Inc. Los Angeles, CA. http://insaatteknigi.blogspot.com.t r/2014/06/burkulmas-onlenmis- celik-caprazlar.html AISC 10. Seismic
  • Provisions for Structural Steel Buildings, American Institute of Steel Illinois. Chicago, Doran, B, Akbaş B, Şenol E, Şeker O. Non-linear static analysis of strengthened existing RC frame building Earthquake Structural Avusturya. braces, and Dynamics, Viyana, Robinson K, Stocking A. 2013.
  • Buckling Restrained Braces-An Overview. TSC-2007,
  • Bölgelerinde Yapılacak Yapılar Hakkında Yönetmelik, Bayındırlık Bakanlığı, Ankara. Deprem TS500, 2000. Betonarme Yapıların
  • Tasarım ve Yapım Kuralları, Bakanlıklar, Ankara. FEMA 356, 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Society of Civil Sap2000 v14.2.2, 2010. Integrated
  • Structural Analysis and Design Software, Computer and Structures Inc., Berkeley, California. XTRACT ver.3.0.8, 2007. Cross
  • Sectional Analysis of Components, Imbsen Sacramento. System, Şenol E, Köse İ, Doran B, Mezrea P. E, Akbaş, B, 2015. Ductility Enhancement
  • Concrete Structure with Buckling- Restrained Advances in Civil and Infastructure Engineering, 12-13 Haziran, Vietri Sul Mare, İtalya. Reinforced Braced Frames, Yön B, Sayın E. 2011. Betonarme
  • Perdeler ve Çelik Çaprazlarla Yapılan Karşılaştırılması, International Technologies (IATS’11), Elazığ. th Advanced Symposium FEMA , Provisions Recommended Seismic Regulations for New Buildings and Other Structures, Federal Emergency Management Agency, Washington, D. C. for AISC 360-10. 2010. Specification for Structural Steel Buildings, American
  • Construction, Chicago, Illinois. of Steel
There are 27 citations in total.

Details

Other ID JA96GD64YY
Journal Section Research Article
Authors

Bilge Doran This is me

Erkan Şenol This is me

İsmail Köse This is me

Publication Date May 1, 2018
Published in Issue Year 2018 Volume: 20 Issue: 59

Cite

APA Doran, B., Şenol, E., & Köse, İ. (2018). BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, 20(59), 299-314.
AMA Doran B, Şenol E, Köse İ. BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ. DEUFMD. May 2018;20(59):299-314.
Chicago Doran, Bilge, Erkan Şenol, and İsmail Köse. “BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi 20, no. 59 (May 2018): 299-314.
EndNote Doran B, Şenol E, Köse İ (May 1, 2018) BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 20 59 299–314.
IEEE B. Doran, E. Şenol, and İ. Köse, “BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ”, DEUFMD, vol. 20, no. 59, pp. 299–314, 2018.
ISNAD Doran, Bilge et al. “BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 20/59 (May 2018), 299-314.
JAMA Doran B, Şenol E, Köse İ. BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ. DEUFMD. 2018;20:299–314.
MLA Doran, Bilge et al. “BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, vol. 20, no. 59, 2018, pp. 299-14.
Vancouver Doran B, Şenol E, Köse İ. BETONARME YAPILARDA BURKULMASI ÖNLENMİŞ ÇELİK ÇAPRAZ ELEMANLARIN DOĞRUSAL OLMAYAN DAVRANIŞA ETKİSİ. DEUFMD. 2018;20(59):299-314.

Dokuz Eylül Üniversitesi, Mühendislik Fakültesi Dekanlığı Tınaztepe Yerleşkesi, Adatepe Mah. Doğuş Cad. No: 207-I / 35390 Buca-İZMİR.