INVESTIGATION ON WAVE IMPENDING BARRIER THICKNESS IN FREQUENCY DOMAIN

Publish Year: 1390
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:

SEE06_358

تاریخ نمایه سازی: 16 اردیبهشت 1390

Abstract:

In this paper a concrete block artificial bedrock as a wave impending barrier WIB is proposed to reduce the acceleration response of buried pipeline when applied underneath of trench . Its computational work for various thicknesses as numerical simulation is performed by employing 2-D finite element FE analysis , the soil un-drained FE mohr-coulomb model was defined as semi-infinite medium by using absorbent boundaries.

Authors

f Goktepe

Department of Civil Engineering, Sakarya University, Sakarya, Turkey

H. S. Kuyuk

Earthquake Research Institute, The University of Tokyo, Tokyo, Japan

e Celebi

Department of Civil Engineering, Sakarya University, Sakarya, Turkey

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  • l. Hall, WJ. and O"Rourke, TD. (1991), :Seismic behavior and ...
  • Liu, H. and Song, E. (2005), :Seismic response of large ...
  • Abdoun, T.H., Ha, D., O"Rourke, M.J., Symans M.D., O"Rourke, T.D., ...
  • Vazouras, P., Karamanos, S.A. and Dakoulas, P. (2010), :Finite element ...
  • Goktepe, F., Kirtel, O. and Celebi, E. (2010), :Wave impeding ...
  • Beskos, D.E., Dasgupta, G. and Vardoulakis, I.G. (1986), :Vibration isolation ...
  • Leung, K. L., Vardoulakis, I. G., Beskos, D.E. and Tassoulas, ...
  • Klein, R., Antes, H. and Houedec, D. Le. (1997), :Efficient ...
  • Takemiya, H. (1998b), :Paraseismic behavior of wave impeding block measured ...
  • I0. Chouw, N. and Schmid, G. (1999), :Numerical and experimental ...
  • _ Adam, M. and Chouw, N. (2001), :Reduction of footing ...
  • Adam, M. and Estorff, O. Von. (2005), :Reduction of train-induced ...
  • Celebi, E., Frat, S. and Cankaya, I. (2006), :The effectiveness ...
  • Yang, Y. and Hung, H. (1997), :A Parametrt Study of ...
  • Chouw, N, Le, R., and Schmid, G., (1991) "Propagation of ...
  • Adam, M., Schmid, G., and Chouw, N., (2000), "Investigation of ...
  • _ _ _ Field _ to _ _ of _ ...
  • Woods, R.D. (1968), "Screening of surface Waves in soils, J. ...
  • Haupt, W. A. (1981), :Model tests on screening of surface ...
  • Ahmad, S. and Al-Hussaini, T.M. (1991), "Simplified design for vibration ...
  • Forchap, E. and Verbic, B. (1994), :Wave propagation and reduction ...
  • Brinkgreve, R. _ J., Al-Khoury, R., Bakker, K. J., Bonnier, ...
  • Gamber, N.K. (2004), :Shallow foundation systems response to blast loadingf ...
  • Zaneta, G. Adme. (2006), "Analysis NATM tunnel responses due to ...
  • Goktepe, F., Kuyuk, H.S., and Celebi, E. (2011), :Efficiency of ...
  • Goktepe, F., Kuyuk, H.S., and Celebi, E. (2011), :Effect Of ...
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