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SEISMIC STRENGTHENING OF BEAM-COLUMN JOINTS WITH CFRP ROLLS

Year 2013, Volume: 14 Issue: 2, 153 - 164, 26.07.2013

Abstract

In the seismic behavior of frame structures, it is known that beam-column joints carry high stresses, so that they play an important role in seismic safety. Earthquake forces create high shear forces  in the joint region and  the inclined principal  tensile stresses formed by this action induce diagonal cracks, which eventually lead to disintegration of concrete.  To resist these stresses, use of ties is needed in the joint region. The seismic codes in effect require  continuation of a certain ratio of closely spaced ties used in the region at the column ends, in the joint region. Since the placement of ties required by the code in this region is rather difficult, this condition is hardly fulfilled and in some cases even no ties are placed in the joint at all.  As a result of this, in the majority of existing structures, beam-column joints are in a very deficient state in terms of their seismic behavior.  In the case of a beam-column joint, where it is known that there are not sufficient shear reinforcement, it is thought that new reinforcement, which can carry inclined principal tensile stresses developing in the joint due to earthquake forces, are provided by placing carbon fiber reinforced polymer rolls into the inclined holes drilled from the outside and by gluing them there using epoxy and by anchoring the ends from the outside.  This research mainly aims to develop a practical joint strengthening technique on this principle.

The experimental study was carried out at the METU Structural Mechanics Laboratory and using T-shaped test specimens reflecting an exterior joint region of a frame having normal dimensions, to a scale of 2/3.  Test results of five specimens, one reference and four strengthened with diagonal CFRP rolls are reported in the present paper.

References

  • Antonopoulos, C. P., Triantafillou, T. C. (2003) Exp Investigation of FRP Strengthened RC Beam-Column Joints. Journal of Composites for Construction, 344(7), 39- 49.
  • Ghobarah, A., Said, A. (2001) Seismic Rehabilitation of Beam-Column Joints Using FRP Laminates. Journal of Earthquake Engineering, 5(1), 113-129.
  • Gökdemir H (2009) Kiriş-Kolon Birleşimlerinin Depreme Karşı Güçlendirilmesi, Doktora Tezi, Eskişehir Osmangazi Üniversitesi, Fen Bilimleri Enstitüsü, İnşaat Mühendisliği Anabilim
  • Prota, A., Nanni, A., Manfredi, G., Cosenza, E. (2004) Selective Upgrade of Under-designed RC Beam-Column Joints Using CFRP, ACI Structural Journal, 101(11), 699-707.
  • Seçkin M (1981) Hysteretic Behaviour of Castin-Place Exterior Beam-Column SubAssemblies, Doktora Tezi, Toronto Üniversitesi, Toronto, Kanada.
  • Taşlıgedik, A.Ş (2008) Lap Splice Behaviour of CFRP Rolls, Yüksek Lisans Tezi, Orta Doğu Teknik Üniversitesi, Ankara.

KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ

Year 2013, Volume: 14 Issue: 2, 153 - 164, 26.07.2013

Abstract

References

  • Antonopoulos, C. P., Triantafillou, T. C. (2003) Exp Investigation of FRP Strengthened RC Beam-Column Joints. Journal of Composites for Construction, 344(7), 39- 49.
  • Ghobarah, A., Said, A. (2001) Seismic Rehabilitation of Beam-Column Joints Using FRP Laminates. Journal of Earthquake Engineering, 5(1), 113-129.
  • Gökdemir H (2009) Kiriş-Kolon Birleşimlerinin Depreme Karşı Güçlendirilmesi, Doktora Tezi, Eskişehir Osmangazi Üniversitesi, Fen Bilimleri Enstitüsü, İnşaat Mühendisliği Anabilim
  • Prota, A., Nanni, A., Manfredi, G., Cosenza, E. (2004) Selective Upgrade of Under-designed RC Beam-Column Joints Using CFRP, ACI Structural Journal, 101(11), 699-707.
  • Seçkin M (1981) Hysteretic Behaviour of Castin-Place Exterior Beam-Column SubAssemblies, Doktora Tezi, Toronto Üniversitesi, Toronto, Kanada.
  • Taşlıgedik, A.Ş (2008) Lap Splice Behaviour of CFRP Rolls, Yüksek Lisans Tezi, Orta Doğu Teknik Üniversitesi, Ankara.
There are 6 citations in total.

Details

Primary Language Turkish
Journal Section Articles
Authors

Hande Gökdemir

Tuğrul Tankut

Ruhi Aydın

Publication Date July 26, 2013
Published in Issue Year 2013 Volume: 14 Issue: 2

Cite

APA Gökdemir, H., Tankut, T., & Aydın, R. (2013). KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering, 14(2), 153-164.
AMA Gökdemir H, Tankut T, Aydın R. KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ. AUJST-A. November 2013;14(2):153-164.
Chicago Gökdemir, Hande, Tuğrul Tankut, and Ruhi Aydın. “KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ”. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering 14, no. 2 (November 2013): 153-64.
EndNote Gökdemir H, Tankut T, Aydın R (November 1, 2013) KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering 14 2 153–164.
IEEE H. Gökdemir, T. Tankut, and R. Aydın, “KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ”, AUJST-A, vol. 14, no. 2, pp. 153–164, 2013.
ISNAD Gökdemir, Hande et al. “KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ”. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering 14/2 (November 2013), 153-164.
JAMA Gökdemir H, Tankut T, Aydın R. KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ. AUJST-A. 2013;14:153–164.
MLA Gökdemir, Hande et al. “KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ”. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering, vol. 14, no. 2, 2013, pp. 153-64.
Vancouver Gökdemir H, Tankut T, Aydın R. KİRİŞ-KOLON BİRLEŞİM BÖLGESİNİN CFRP RULOLARLA DEPREME KARŞI GÜÇLENDİRİLMESİ. AUJST-A. 2013;14(2):153-64.