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An investigation on plan geometries of RC buildings: with or without projections in plan

  • Inan, Tugba (Izmir Institute of Technology, Department of Architecture) ;
  • Korkmaz, Koray (Izmir Institute of Technology, Department of Architecture) ;
  • Cagatay, Ismail H. (Cukurova University, Civil Engineering Department)
  • Received : 2011.04.16
  • Accepted : 2011.08.22
  • Published : 2012.06.25

Abstract

The interaction of plan geometry and structural configuration, a determinative factor in the earthquake behavior of buildings, has become a serious issue in the building industry in Turkey due to the poor seismic performance of R/C buildings during the latest earthquake. Consequently, designing new buildings without structural irregularities against earthquake loads is proving to be more significant. This study focuses on the effects of plan geometries on earthquake performances of buildings. In that respect, structural irregularities in the plan are investigated in detail based on the Turkish Earthquake Code (TEC 2007). The study is based on five main parametric models and a total of 40 sub-models that are grouped according to their plan geometries with excessive projections such as L-shaped, H-shaped, T-shaped and U-shaped models. In addition to these, a square model without any projections is also generated. All models are designed to have the same storey gross area but with different number of storeys. Changes in the earthquake behavior of buildings were evaluated according to the number of storeys, the projection ratios and the symmetry conditions of each model. The analysis of each structural irregularity resulted in many findings, which were then assessed. The study demonstrates that the square model delivers the best earthquake performance owing to its regular plan geometry.

Keywords

References

  1. Athanassiadou, C.J. (2008), "Seismic performance of R/C plane frames irregular in elevation", Eng. Struct., 30(5), 1250-1261. https://doi.org/10.1016/j.engstruct.2007.07.015
  2. Aziminejad, A. and Moghadam, A.S. (2005), "Performance of asymmetric single story buildings based on different conguration of center of mass, rigidity and resistance", Proceedings of the 4th European workshop.
  3. Belmouden, Y. and Lestuzzi, P. (2009), "An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings", Constr. Build. Mater., 23(1), 40-53. https://doi.org/10.1016/j.conbuildmat.2007.10.023
  4. Cagatay, I.H. (2005), "Experimental evaluation of buildings damaged in recent earthquakes in turkey", Eng. Fail. Anal., 12(3), 440-452. https://doi.org/10.1016/j.engfailanal.2004.02.007
  5. Cagatay, I.H. (2009), "An example for earthquake resistant ideal building", International Earthquake Symposium 2009, Kocaeli University, Kocaeli, August.
  6. Cagatay, I.H., Beklen, C. and Mosalam, K.M. (2010), "Investigation of short column effect of RC buildings: failure and prevention", Comput. Concrete, 7(6), 523-532. https://doi.org/10.12989/cac.2010.7.6.523
  7. Charleson, A. (2008), Seismic design for architects: outwitting the quake, A.B.D., Burlington: Elsevier.
  8. Dimova, S. and Alashki, I. (2003), "Seismic design of symmetric structures for accidental torsion", Bull. Earthq. Eng., 1(2), 303-320. https://doi.org/10.1023/A:1026353312676
  9. Ganjavi, B., Amiri, J.V., Amiri, G.G. and Razavian, S.A. (2007), "Effect of seismic loading patterns on heightwise distribution of drift, hysteretic energy and damage in reinforced concrete buildings", J. Appl. Sci., 7(22), 3431-3441. https://doi.org/10.3923/jas.2007.3431.3441
  10. IdeCad (2010), deYap, Istanbul, Turkey.
  11. Inan, T. (2010), The interaction of reinforced concrete skeleton systems and architectural form subjected to earthquake effects, Master Thesis, Izmir Institute of Technology.
  12. Repapis, C., Zeris, C. and Vintzileou, E. (2006), "Evaluation of the seismic performance of existing RC buildings: II. A case study for regular and irregular buildings", J. Earthq. Eng., 10(2), 429-452.
  13. Requirements for Design and Construction of Reinforced Concrete Structures (2000), Turkish Standards Institute (TS-500).
  14. Sezen, H., Elwood, K.J., Whittaker, A.S., Mosalam, K.M., Wallace, J.W. and Stanton, J.F. (2000), Structural engineering reconnaissance of the August 17, 1999 Kocaeli (Izmit), Turkey, earthquake, PEER 2000/09, University of California, Berkeley.
  15. Specification for Buildings to be Built in Seismic Zones 2007 (2007), Ministry Of Public Works and Settlement, Government of Republic of Turkey (TEC).
  16. Stefano De, M. and Pintucchi, B. (2008), "A review of research on seismic behaviour of irregular building structures since 2002", Bull. Earthq. Eng., 6(2), 285-308. https://doi.org/10.1007/s10518-007-9052-3
  17. Sucuoglu, H. and Y lmaz, T. (2000), Duzce, Turkey: A city hit by two major earthquakes in 1999 within three months, Ankara, Turkey: Earthquake Engineering Research Center.
  18. Takashi, H. (2011), "Appication of computational technologies to R/C structural analysis", Comput. Concrete, 8(1), 97-110. https://doi.org/10.12989/cac.2011.8.1.097
  19. Tezcan, S.S. and Alhan, C. (2001), "Parametric analysis of Irregular structures under seismic loading according to new Turkish earthquake code", Eng. Struct., 23(6), 600-609. https://doi.org/10.1016/S0141-0296(00)00084-5
  20. Tezcan, S.S. (1998), "Depreme dayankl tasarm cin bir mimarn seyir defteri", Turkiye Deprem Vakf Yaynlar No. TDV/KT 98-024. (in Turkish).
  21. Zacek, M. (2002), Depreme dayan kl yap tasar m on proje aþamas . (Ed. M. T. Akbulut). Turkiye, Istanbul: Y ld z Teknik Universitesi. (in Turkish).

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