Structural Engineering and Mechanics

  • 제46권4호
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  • Pages.505-518
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  • 2013
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

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The effect of short columns on the performance of existing buildings

  • Kocak, Ali (Department of Civil Engineering, Yildiz Technical University)
  • 투고 : 2012.08.07
  • 심사 : 2013.05.02
  • 발행 : 2013.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, the seismic performance of a residential building which was damaged in the 1992 Erzincan (Turkey) Earthquake (Ms = 6.8) is performed. Damages on columns due to short columns are estimated analytically implementing the shear hinges and results are compared with the observed damages on the building after the earthquake. In seismic performance evaluation, a deformation based approach is adopted, whereby the structural behavior under external and seismic loads is evaluated. Furthermore, the effects of short columns formed by band windows in basement floors are investigated analytically. The sizes of band windows are parametrically changed in order to understand the effects of short columns on overall building behavior.

키워드

참고문헌

  1. Arslan, M.H. and Korkmaz, H.H. (2007), "What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey?", Engineering Failure Analysis, 14(1), 1-22. https://doi.org/10.1016/j.engfailanal.2006.01.003
  2. Bikce, M. (2011), "How to reduce short column effects in buildings with reinforced concrete infill walls on basement floors", Structural Engineering and Mechanics, 38(2), 249-259. https://doi.org/10.12989/sem.2011.38.2.249
  3. Cagatay, I.H. (2007), "Investigation of parameters effecting short column of buildings", 6th National Conference on Earthquake Engineering, Istanbul, Turkey, October.
  4. Cagatay, I.H., Beklen, C. and Mosalam, K.M. (2010), "Investigation of short column effect of RC buildings: failure and prevention", Computers and Concrete, 7(6), 523-532. https://doi.org/10.12989/cac.2010.7.6.523
  5. Dogan, M. (2011), "Failure analysis of shear columns to seismic events", Engineering Failure Analysis, 18 (2), 682-693. https://doi.org/10.1016/j.engfailanal.2010.11.007
  6. Elnashai, A.S. (2000), "Analysis of the damage potantial of the Kocaeli (Turkey) Earthquake of 17 August 1999", Engineering Structures, 22(7), 746-754. https://doi.org/10.1016/S0141-0296(99)00104-2
  7. Ersoy, U. (1993), "Lessons to be learned from Erzincan 1992 Earthquake", 2nd National Earthquake Engineering Conference, Istanbul, Turkey, March. (in Turkish)
  8. Guevara, T. and Garcia, L.E. (2005), "The captive-and short- column effects", Erathquake Spectra, 21(1), 141-160. https://doi.org/10.1193/1.1856533
  9. Harumi, Y., Yasuo, T., Masayuki, N. and Younggon, R. (1990), "Study on shear failure mechanisms of RC short columns", Engineering Fracture Mechanics, 35(1-3), 277-289 https://doi.org/10.1016/0013-7944(90)90206-V
  10. Isik, G. and Pul, S. (2006), "Examining short column formation on concrete load-bearing system", 7th International Congress on Advances in Civil Engineering, ACE2006, Yildiz Technical University, Istanbul, Turkey, October.
  11. Kesti, J. and Davies, J.M. (1999), "Local and distortional buckling of thin-walled short columns", Thin-Walled Structures, 34(2), 115-134. https://doi.org/10.1016/S0263-8231(99)00003-8
  12. Kocak, A. (2000),"Structural system design for the reinforced concrete buildings and present bulding stock", Earthquake and Post - Earthquake in Avcilar Symposium, Avcilar Municipality, Istanbul, Turkey, March. (in Turkish)
  13. Kocak, A. (2010), "A study with a purpose to determine structural defects and faults: The seismic risks of the existing buildings in various districts of Istanbul/Turkey", Scientific Research and Essays, 5(5), 468-483.
  14. Kocak, A. and Koksal, T. (2010), "An example for determining the cause of damaged in historical buildings: Little Hagio Sophia (Church of St. Sergius and Bacchus)-Istanbul, Turkey", Engineering Failure Analysis, 17(4), 926-937. https://doi.org/10.1016/j.engfailanal.2009.11.004
  15. Mainstone, R.J. (1971), "On the stiffness and strengths of infilled frames", Proceedings of the Institution of Civil Engineers, The institution of Civil Engineers, London, England, Supplemental Vol. IV, 7360, 57-90.
  16. Moretti, M. and Tasios, T.P. (2007), "Behaviour of short columns subjected to cyclic shear displacements: Experimental results", Engineering Structures, 29(8), 2012-2029.
  17. Okutucu, F.S. (1993), "The damages of the 13 March 1992 Erzincan Earthquake on buildings due to faulty design, construction and control", 2nd National Earthquake Engineering Conference, Istanbul, Turkey, March. (in Turkish)
  18. Salau, M.A. (2003), "Long-term deformation of laterized concrete short columns", Building and Environment, 38(3), 469-477. https://doi.org/10.1016/S0360-1323(02)00014-8
  19. SAP2000 (2011), Structural Analysis Program, Ver.14.2.4, Computers and Structures Inc., Berkeley, CA.
  20. Sucuoglu, H., Bakir, S., Tankut, T., Erberik, A., Gulkan P., Ozcebe, G., Gur, T., Yilmaz, C., Ersoy, U., Yilmaz, T. and Akar, S. (2000), "The Engineering Report Belonging to the Marmara and Duzce Earthquakes", Union of Chambers of Turkish Engineers and Architects-Chamber of Civil Engineers & Middle East Technical University, Ankara, Turkey. (in Turkish)
  21. TS500 (2000), Requirements for design and construction of reinforced concrete structures, Turkish Standards Institute, Ankara, Turkey.
  22. Turkish Earthquake Resistant Design Code (TSC) (2007), "Specifications for buildings to be built in disaster areas," Ministry of Public Works & Settlement, Ankara, Turkey.
  23. Union of Chambers of Turkish Engineers and Architects (UCTEA) (2000), "August 17th 1999 and November 12th 1999 Eastern Marmara Earthquakes and the Turkish Reality", Ankara, Turkey. (in Turkish)
  24. XTRACT 3.0.8, (2007), Cross-sectional structural analysis of components.

피인용 문헌

  1. FRP for seismic strengthening of shear controlled RC columns: Experience from earthquakes and experimental analysis vol.129, 2017, https://doi.org/10.1016/j.compositesb.2017.07.028
  2. Earthquake performance of FRP retrofitting of short columns around band-type windows vol.53, pp.1, 2015, https://doi.org/10.12989/sem.2015.53.1.001
  3. Experimental behavior and shear bearing capacity calculation of RC columns with a vertical splitting failure vol.9, pp.6, 2015, https://doi.org/10.12989/eas.2015.9.6.1233
  4. Seismic performance of RC short columns with light transverse reinforcement vol.67, pp.1, 2013, https://doi.org/10.12989/sem.2018.67.1.093
  5. The effect of mortar type and joint thickness on mechanical properties of conventional masonry walls vol.67, pp.6, 2018, https://doi.org/10.12989/sem.2018.67.6.579
  6. Investigation of the performance of externally collared RC short columns via aspect ratio vol.68, pp.3, 2013, https://doi.org/10.12989/sem.2018.68.3.277