Structural Engineering and Mechanics

  • 제40권6호
  • /
  • Pages.829-845
  • /
  • 2011
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A study on the topographical and geotechnical effects in 2-D soil-structure interaction analysis under ground motion

  • Duzgun, Oguz Akin (Department of Civil Engineering, Engineering Faculty, Ataturk University) ;
  • Budak, Ahmet (Department of Civil Engineering, Engineering Faculty, Ataturk University)
  • 투고 : 2010.01.05
  • 심사 : 2011.11.07
  • 발행 : 2011.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper evaluates the effects of topographical and geotechnical irregularities on the dynamic response of the 2-D soil-structure systems under ground motion by coupling finite and infinite elements. A numerical procedure is employed, and a parametric study is carried out for single-faced slope topographies. It is concluded that topographic conditions may have important effects on the ground motion along the slope. The geotechnical properties of the soil will also have significantly amplified effects on the whole system motion, which cannot be neglected for design purposes. So, dynamic response of a soil-structure systems are primarily affected by surface shapes and geotechnical properties of the soil. Location of the structure is another parameter affecting the whole system response.

키워드

참고문헌

  1. Assimaki, D., Kausel, E. and Gazetas, G. (2005), "Wave propagation and soil-structure interaction on a cliff crest during the 1999 Athens Earthquake", Soil Dyn. Earthq. Eng., 25, 513-527. https://doi.org/10.1016/j.soildyn.2004.11.031
  2. Aviles, J. and Perez-Rocha, L.E. (1998), "Site effects and soil-structure interaction in the Valley of Mexico", Soil Dyn. Earthq. Eng., 17, 29-39. https://doi.org/10.1016/S0267-7261(97)00027-4
  3. Bettess, P. and Zienkiewicz, O.C. (1977), "Diffraction and refraction of surface waves using finite and infinite elements", Int. J. Numer. Meth. Eng., 11, 1271-1290. https://doi.org/10.1002/nme.1620110808
  4. Boore, D.M. (1972), "A note on the effect of simple topography on seismic SH waves", B. Seismol. Soc. Am., 62, 275-284.
  5. Celebi, M. (1987), "Topographical and geological amplifications determined from strong-motion and aftershock records of the 3 March 1985 Chile earthquake", B. Seismol. Soc. Am., 77, 1147-1157.
  6. Chavez-Garcia, F.J. and Faccioli, E. (2000), "Complex site effects and building codes: making the leap", J. Seismol., 4, 23-40. https://doi.org/10.1023/A:1009830201929
  7. Chore, H.S., Ingle, R.K. and Sawant W.A. (2010), "Building frame-pile foundation-soil interaction analysis: a parametric study", Int. Multiscale Mech., 3, 55-79. https://doi.org/10.12989/imm.2010.3.1.055
  8. Durbin, F. (1974), "Numerical inversion of Laplace transforms: an efficient improvement to Dubner and Abate's method", Comput. J., 12(4), 371-376.
  9. Duzgun, O.A. (2007), "Effects of Topography on the Dynamic Response of Soil Structure Systems", PhD thesis, Graduate School of Natural and Applied Sciences, Department of Civil Engineering, Ataturk University, Erzurum, Turkey (In Turkish).
  10. Estorff, O., Pais, A.L. and Kausel, E. (1990), "Some observations on time domain and frequency domain boundary elements", Int. J. Numer. Meth. Eng., 29, 785-800. https://doi.org/10.1002/nme.1620290408
  11. Gatmiri, B. and Arson, C. (2008), "Seismic site effects by an optimized 2D BE/FE method II. Quantification of site effects in two-dimensional sedimentary valleys", Soil Dyn. Earthq. Eng., 28(8), 646-661. https://doi.org/10.1016/j.soildyn.2007.09.002
  12. Gazetas, G., Kallou, P.V. and Psarropoulos, P.N. (2002), "Topography and soil effects in the Ms 5.9 Parnitha (Athens) earthquake: the case of Adames", Natur. Hazard., 27, 133-169. https://doi.org/10.1023/A:1019937106428
  13. Havenith, H.B., Vanini, M., Jongmans, D. and Faccioli, E. (2003), "Initiation of earthquake-induced slope failure: influence of topographical and other site specific amplification effects", J. Seismol., 7, 397-412. https://doi.org/10.1023/A:1024534105559
  14. Kawase, H. and Aki, K. (1990), "Topography effect at the critical SV wave incidence: Possible explanation of damage pattern by the Whittier-Narrows, California, earthquake of 1 October 1987", B. Seismol. Soc. Am., 80, 1-22.
  15. LeBrun, B., Hatzfeld, D., Bard, P.Y. and Bouchon, M. (1999), "Experimental study of the ground motion on a large scale topographical hill at Kitherion (Greece)", J. Seismol., 3, 1-15. https://doi.org/10.1023/A:1009745016671
  16. Ohtsuki, A. and Harumi, K. (1983), "Effect of topography and subsurface inhomogeneities on seismic SV waves", Earthq. Eng. Struct. D., 11, 441-462. https://doi.org/10.1002/eqe.4290110402
  17. Ohtsuki, A., Yamahara, H. and Harumi, K. (1984), "Effect of topography and subsurface inhomogeneity on seismic Rayleigh waves", Earthq. Eng. Struct. D., 12, 37-58. https://doi.org/10.1002/eqe.4290120104
  18. Reddy, J.N. (1993), "An Introduction to the Finite Element Method", McGraw-Hill International Editions, Engineering Mechanics Series, Singapore.
  19. Stewart, J.P. and Sholtis, S.E. (2005), "Case study strong ground motion variations across cut slope", Soil Dyn. Earthq. Eng., 25, 539-545. https://doi.org/10.1016/j.soildyn.2004.11.004
  20. Trifunac, M.D. (1973), "Scattering of plane SH waves by a semi-cylindrical canyon", Earthq. Eng. Struct. D., 1, 267-281.
  21. Wong, H.L. and Trifunac, M.D. (1974), "Scattering of plane SH waves by a semi-elliptical canyon", Earthq. Eng. Struct. D., 3, 157-169. https://doi.org/10.1002/eqe.4290030205
  22. Wong, H.L. and Jennings, P.C. (1975), "Effect of canyon topography on strong ground motion", B. Seismol. Soc. Am., 65(5), 1239-1257.
  23. Wong, H.L., (1979), "Diffraction of P, SV and Rayleigh waves by surface topographies", University of Southern California, Department of Civil Engineering, Report No: CE 79-05, Los Angeles, California, USA.
  24. Yerli, H.R., Temel, B. and Kiral, E. (1998), "Transient infinite elements for 2D soil-structure interaction analysis", J. Geotech. Geoenviron., 124(10), 976-988. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:10(976)
  25. Zhang, C.H. and Zhao, C.B. (1987), "Coupling method of finite and infinite elements for strip foundation wave problems", Earthq. Eng. Struct. D., 15, 839-851. https://doi.org/10.1002/eqe.4290150705
  26. Zhang, C.H. and Zhao, C.B. (1988), "Effects of canyon topography and geological conditions on strong ground motion", Earthq. Eng. Struct. D., 16, 81-97. https://doi.org/10.1002/eqe.4290160107
  27. Zulkifli, E. and Ruge, P. (2009), "Transient soil-structure interaction with consistent description of radiation damping", Struct. Eng. Mech., 33, 47-66. https://doi.org/10.12989/sem.2009.33.1.047

피인용 문헌

  1. Soil structure interaction effects on strength reduction factors vol.41, pp.3, 2012, https://doi.org/10.12989/sem.2012.41.3.365