Structural Engineering and Mechanics

Techno-Press (테크노프레스)
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Earthquake response of semi-rigid supported single storey frames modeled as continuous system

  • Demirdag, Oktay (Pamukkale University, Engineering Faculty, Civil Engineering Department) ;
  • Catal, Hikmet Huseyin (Dokuz Eylul University, Engineering Faculty, Civil Engineering Department)
  • Received : 2005.07.11
  • Accepted : 2006.10.31
  • Published : 2007.04.20
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Abstract

Keywords

References

  1. Demirdag, O. (2005), 'Obtaining nonlinear response spectrum of semi-rigid supported frames', Ph.D. Thesis, The Graduate School of Natural and Applied Sciences, Dokuz Eylul University, Izmir, Turkey
  2. Giller, K. (1996), 'Effect of soil flexibility on free vibrations of tower-like structures', Proc. of the I. Symposium on Mathematical & Computational Applications, Turkey
  3. Michaltsos, G.Th. and Ermopoulos, J.Ch. (2001), 'Dynamic response of column bases', Eng. Struct., 23, 58-71 https://doi.org/10.1016/S0141-0296(00)00022-5

Cited by

  1. FREE VIBRATION OF SEMI-RIGIDLY CONNECTED PILES EMBEDDED IN SOILS WITH DIFFERENT SUBGRADES vol.08, pp.02, 2008, https://doi.org/10.1142/S0219455408002661
  2. Solution of free vibration equation of elastically supported Timoshenko columns with a tip mass by differential transform method vol.42, pp.10, 2011, https://doi.org/10.1016/j.advengsoft.2011.06.002
  3. Free vibration of semi-rigid connected Reddy-Bickford piles embedded in elastic soil vol.33, pp.6, 2008, https://doi.org/10.1007/s12046-008-0034-1