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Volumn 45, Issue 4, 2008, Pages 560-573

Generalized dynamic Winkler model for nonlinear soil-structure interaction analysis

Author keywords

Cyclic; Degradation; Dynamic Winkler model; Hardening; Rainflow counting; Seismic; Soil cave in; Soil structure interaction

Indexed keywords

DEGRADATION; FOUNDATIONS; SEISMOLOGY; STRUCTURAL ANALYSIS;

EID: 43949147216     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T07-106     Document Type: Article
Times cited : (107)

References (57)
  • 2
    • 0037523435 scopus 로고    scopus 로고
    • Analytical moment-rotation curves for rigid foundations based on a Winkler model
    • doi:10.1016/S0267-7261(03)00034-4
    • Allotey, N.K., and El Naggar, M.H. 2003. Analytical moment-rotation curves for rigid foundations based on a Winkler model. Soil Dynamics and Earthquake Engineering, 23: 367-381. doi:10.1016/S0267-7261(03)00034-4.
    • (2003) Soil Dynamics and Earthquake Engineering , vol.23 , pp. 367-381
    • Allotey, N.K.1    El Naggar, M.H.2
  • 4
    • 43949144863 scopus 로고    scopus 로고
    • Cyclic normal-force displacement model for nonlinear soil-structure interaction analysis: SeismoStruct implementation
    • GEOT-02-05, University of Western Ontario, London, Ont
    • Allotey, N.K., and El Naggar, M.H. 2005b. Cyclic normal-force displacement model for nonlinear soil-structure interaction analysis: SeismoStruct implementation. Geotechnical Research Center Report GEOT-02-05, University of Western Ontario, London, Ont.
    • (2005) Geotechnical Research Center Report
    • Allotey, N.K.1    El Naggar, M.H.2
  • 5
    • 35448986491 scopus 로고    scopus 로고
    • An investigation into the Winkler modeling of the cyclic response of rigid
    • doi:10.1016/j.soildyn.2007.04.003
    • Allotey, N.K., and El Naggar, M.H. 2008. An investigation into the Winkler modeling of the cyclic response of rigid. Soil Dynamics and Earthquake Engineering, 28: 44-57. doi:10.1016/j.soildyn.2007.04.003.
    • (2008) Soil Dynamics and Earthquake Engineering , vol.28 , pp. 44-57
    • Allotey, N.K.1    El Naggar, M.H.2
  • 6
    • 29144447921 scopus 로고    scopus 로고
    • Coupled p-y t-z analysis of single piles in cohesionless soil under vertical and/or horizontal ground motion
    • doi: 10.1142/ S1363246905002316
    • Allotey, N.K., and Foschi, R.O. 2005. Coupled p-y t-z analysis of single piles in cohesionless soil under vertical and/or horizontal ground motion. Journal of Earthquake Engineering, 9: 755-776. doi: 10.1142/ S1363246905002316.
    • (2005) Journal of Earthquake Engineering , vol.9 , pp. 755-776
    • Allotey, N.K.1    Foschi, R.O.2
  • 8
    • 0031200093 scopus 로고    scopus 로고
    • Modified rainflow counting keeping the load sequence
    • doi:10.1016/S0142-1123(97) 00078-9
    • Anthes, R.J. 1997. Modified rainflow counting keeping the load sequence. International Journal of Fatigue, 19: 529-535. doi:10.1016/S0142-1123(97) 00078-9.
    • (1997) International Journal of Fatigue , vol.19 , pp. 529-535
    • Anthes, R.J.1
  • 9
    • 43949112870 scopus 로고    scopus 로고
    • API. 1993. Recommended practice for planning, designing and constructing fixed offshore platforms. API-RP2A-WSD, American Petroleum Institute (API), Washington, D.C.
    • API. 1993. Recommended practice for planning, designing and constructing fixed offshore platforms. API-RP2A-WSD, American Petroleum Institute (API), Washington, D.C.
  • 10
    • 43949083644 scopus 로고    scopus 로고
    • Standard practices for cycle counting in fatigue analysis (E1049-85)
    • ASTM, American Society for Testing and Materials ASTM, West Conshohocken, Penn
    • ASTM. 2005. Standard practices for cycle counting in fatigue analysis (E1049-85). In 2005 Annual Book of ASTM Standards. Vol. 03.01. American Society for Testing and Materials (ASTM), West Conshohocken, Penn.
    • (2005) 2005 Annual Book of ASTM Standards , vol.3 .01
  • 11
    • 0029668094 scopus 로고    scopus 로고
    • Nonlinear response of single piles under lateral inertial and seismic loads
    • doi: 10.1016/0267-7261(95) 00027-5
    • Badoni, D., and Makris, N. 1996. Nonlinear response of single piles under lateral inertial and seismic loads. Soil Dynamics and Earthquake Engineering, 15: 29-43. doi: 10.1016/0267-7261(95) 00027-5.
    • (1996) Soil Dynamics and Earthquake Engineering , vol.15 , pp. 29-43
    • Badoni, D.1    Makris, N.2
  • 13
    • 13644272510 scopus 로고    scopus 로고
    • On pads and filters: Processing strong-motion data
    • doi:10.1785/0120040160
    • Boore, D. 2005. On pads and filters: processing strong-motion data. Bulletin of the Seismological Society of America, 95: 745-750. doi:10.1785/0120040160.
    • (2005) Bulletin of the Seismological Society of America , vol.95 , pp. 745-750
    • Boore, D.1
  • 14
    • 0033199238 scopus 로고    scopus 로고
    • Boulanger, R.W., Curras, J.C., Kutter, B.L., Wilson, D.W., and Abghari, A. 1999. Seismic soil-pile-structure interaction experiments and analysis. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125: 750-759. doi: 10.1061/ (ASCE) 1090-0241 (1999) 125:9(750).
    • Boulanger, R.W., Curras, J.C., Kutter, B.L., Wilson, D.W., and Abghari, A. 1999. Seismic soil-pile-structure interaction experiments and analysis. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125: 750-759. doi: 10.1061/ (ASCE) 1090-0241 (1999) 125:9(750).
  • 15
    • 0031944807 scopus 로고    scopus 로고
    • Briaud, J.L., and Kim, N.K. 1998. Beam-column method for tieback walls. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124: 67-79. doi:10.1061/(ASCE)1090-0241(1998) 124:1(67).
    • Briaud, J.L., and Kim, N.K. 1998. Beam-column method for tieback walls. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124: 67-79. doi:10.1061/(ASCE)1090-0241(1998) 124:1(67).
  • 16
    • 0003473656 scopus 로고    scopus 로고
    • Static and dynamic lateral loading of pile groups
    • Transportation Research Board, Washington, D.C
    • Brown, D.A., O'Neill, M.W., Hoit, M., McVay, M., El Naggar, M.H., and Chakrabotry, S. 2001. Static and dynamic lateral loading of pile groups. NCHRP Report 461, Transportation Research Board, Washington, D.C.
    • (2001) NCHRP Report , vol.461
    • Brown, D.A.1    O'Neill, M.W.2    Hoit, M.3    McVay, M.4    El Naggar, M.H.5    Chakrabotry, S.6
  • 17
    • 0343809046 scopus 로고
    • A critical state soil model for cyclic loading
    • Edited by G.N. Pande and O.C. Zienkiewicz. John Wiley & Sons Inc, New York. pp
    • Carter, J.P., Booker, J.R., and Wroth, C.P. 1982. A critical state soil model for cyclic loading. In Soil mechanics - transient and cyclic loads. Edited by G.N. Pande and O.C. Zienkiewicz. John Wiley & Sons Inc., New York. pp. 219-252.
    • (1982) Soil mechanics - transient and cyclic loads , pp. 219-252
    • Carter, J.P.1    Booker, J.R.2    Wroth, C.P.3
  • 19
    • 0029749408 scopus 로고    scopus 로고
    • Dynamic response of single piles and soil-pile interaction
    • doi:10.1139/cgj-33-1-80
    • Dou, H., and Byrne, P.M. 1996. Dynamic response of single piles and soil-pile interaction. Canadian Geotechnical Journal, 33: 80-96. doi:10.1139/cgj-33-1-80.
    • (1996) Canadian Geotechnical Journal , vol.33 , pp. 80-96
    • Dou, H.1    Byrne, P.M.2
  • 20
    • 0019895373 scopus 로고
    • Simple rainflow counting algorithms
    • doi: 10.1016/0142-1123(82) 90018-4
    • Downing, N.E., and Socie, D.F. 1982. Simple rainflow counting algorithms. International Journal of Fatigue, 4: 31-40. doi: 10.1016/0142-1123(82) 90018-4.
    • (1982) International Journal of Fatigue , vol.4 , pp. 31-40
    • Downing, N.E.1    Socie, D.F.2
  • 21
    • 0037189228 scopus 로고    scopus 로고
    • Computational modeling of cyclic mobility and post-liquefaction site response
    • doi:10.1016/S0267-7261(02)00022-2
    • Elgamal, A., Yang, Z., and Parra, E. 2002. Computational modeling of cyclic mobility and post-liquefaction site response. Soil Dynamics and Earthquake Engineering, 22: 259-271. doi:10.1016/S0267-7261(02)00022-2.
    • (2002) Soil Dynamics and Earthquake Engineering , vol.22 , pp. 259-271
    • Elgamal, A.1    Yang, Z.2    Parra, E.3
  • 22
    • 57249096907 scopus 로고    scopus 로고
    • Dynamic analysis for laterally loaded piles and dynamic p-y curves
    • doi:10.1139/cgj-37-6-1166
    • El Naggar, M.H., and Bentley, K.J. 2000. Dynamic analysis for laterally loaded piles and dynamic p-y curves. Canadian Geotechnical Journal, 37: 1166-1183. doi:10.1139/cgj-37-6-1166.
    • (2000) Canadian Geotechnical Journal , vol.37 , pp. 1166-1183
    • El Naggar, M.H.1    Bentley, K.J.2
  • 23
    • 17444401035 scopus 로고    scopus 로고
    • A study of piles during earthquakes: Issues of design and analysis
    • doi:10.1007/s10518-005-1241-3
    • Finn, W.D.L. 2005. A study of piles during earthquakes: issues of design and analysis. Bulletin of Earthquake Engineering, 3: 141-234. doi:10.1007/s10518-005-1241-3.
    • (2005) Bulletin of Earthquake Engineering , vol.3 , pp. 141-234
    • Finn, W.D.L.1
  • 24
    • 0021441316 scopus 로고
    • Simple radiation damping model for piles and footings
    • Gazetas, G., and Dobry, R. 1984. Simple radiation damping model for piles and footings. Journal of Engineering Mechanics, ASCE, 110: 937-956.
    • (1984) Journal of Engineering Mechanics, ASCE , vol.110 , pp. 937-956
    • Gazetas, G.1    Dobry, R.2
  • 25
    • 33644670838 scopus 로고    scopus 로고
    • Phenomenological model applied to inelastic response of soil-pile interaction systems
    • Gerolymos, N., and Gazetas, G. 2005. Phenomenological model applied to inelastic response of soil-pile interaction systems. Soils and Foundations, 45: 119-132.
    • (2005) Soils and Foundations , vol.45 , pp. 119-132
    • Gerolymos, N.1    Gazetas, G.2
  • 27
    • 18744382463 scopus 로고    scopus 로고
    • Effective number of cycles of earthquake ground motion
    • doi:10.1002/eqe.437
    • Hancock, J., and Bommer, J.J. 2005. Effective number of cycles of earthquake ground motion. Earthquake Engineering & Structural Dynamics, 34: 637-664. doi:10.1002/eqe.437.
    • (2005) Earthquake Engineering & Structural Dynamics , vol.34 , pp. 637-664
    • Hancock, J.1    Bommer, J.J.2
  • 28
    • 0028731195 scopus 로고
    • Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stresses
    • Hyodo, M., Yamamoto, Y., and Sugiyama, M. 1994. Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stresses. Soils and Foundations, 34: 1-11.
    • (1994) Soils and Foundations , vol.34 , pp. 1-11
    • Hyodo, M.1    Yamamoto, Y.2    Sugiyama, M.3
  • 29
    • 0035930908 scopus 로고    scopus 로고
    • Conceptual issues in geometrically nonlinear analysis of 3D framed structures
    • doi:10.1016/S0045-7825(01)00317-6
    • Izzuddin, B.A. 2001. Conceptual issues in geometrically nonlinear analysis of 3D framed structures. Computer Methods in Applied Mechanics and Engineering, 191: 1029-1053. doi:10.1016/S0045-7825(01)00317-6.
    • (2001) Computer Methods in Applied Mechanics and Engineering , vol.191 , pp. 1029-1053
    • Izzuddin, B.A.1
  • 30
    • 0019269436 scopus 로고
    • Lateral load-deflection relationships of piles subjected to dynamic loading
    • Kagawa, T., and Kraft, L.M. 1980. Lateral load-deflection relationships of piles subjected to dynamic loading. Soils and Foundations, 20: 19-36.
    • (1980) Soils and Foundations , vol.20 , pp. 19-36
    • Kagawa, T.1    Kraft, L.M.2
  • 31
    • 0029203812 scopus 로고
    • Dynamic soil-pile interaction behaviour in submerged sands
    • Edited by S. Kramer and R. Siddharthan. ASCE Geotechnical Special Publication
    • Lam, I.P., and Cheang, L. 1995. Dynamic soil-pile interaction behaviour in submerged sands. In Earthquake-induced movements and seismic remediation of existing foundations and abutments. Edited by S. Kramer and R. Siddharthan. ASCE Geotechnical Special Publication 55, pp. 110-135.
    • (1995) Earthquake-induced movements and seismic remediation of existing foundations and abutments , vol.55 , pp. 110-135
    • Lam, I.P.1    Cheang, L.2
  • 32
    • 0002807568 scopus 로고
    • Effect of liquefaction on lateral response of piles by centrifuge model tests
    • National Center for Earthquake Engineering Research NCEER
    • Liu, L., and Dobry, R. 1995. Effect of liquefaction on lateral response of piles by centrifuge model tests. National Center for Earthquake Engineering Research (NCEER) Bulletin. Vol. 9, No. 1, pp. 7-11.
    • (1995) Bulletin , vol.9 , Issue.1 , pp. 7-11
    • Liu, L.1    Dobry, R.2
  • 33
    • 0028183944 scopus 로고    scopus 로고
    • Long, J.H., and Vanneste, G. 1994. Effects of cyclic lateral loads on piles in sands. Journal of Geotechnical Engineering, ASCE, 120: 225-243. doi:10.1061/(ASCE)0733-9410(1994)120:1(225).
    • Long, J.H., and Vanneste, G. 1994. Effects of cyclic lateral loads on piles in sands. Journal of Geotechnical Engineering, ASCE, 120: 225-243. doi:10.1061/(ASCE)0733-9410(1994)120:1(225).
  • 39
    • 0041828613 scopus 로고    scopus 로고
    • EERI distinguished lecture 2000, Earthquake engineering for transportation structures - past, present and future
    • doi:.10.1193/1.1586164
    • Penzien, J. 2001. EERI distinguished lecture 2000, Earthquake engineering for transportation structures - past, present and future. Earthquake Spectra, 17: 1-34. doi:.10.1193/1.1586164.
    • (2001) Earthquake Spectra , vol.17 , pp. 1-34
    • Penzien, J.1
  • 40
    • 10644294798 scopus 로고    scopus 로고
    • A simplified model describing the cyclic behaviour of lightly overconsolidated clays in simple shear
    • UCB/GT/2000-03, University of California, Berkeley, Calif
    • Pestana, J.N., and Biscontin, G. 2000. A simplified model describing the cyclic behaviour of lightly overconsolidated clays in simple shear. Geotechnical Engineering Report UCB/GT/2000-03, University of California, Berkeley, Calif.
    • (2000) Geotechnical Engineering Report
    • Pestana, J.N.1    Biscontin, G.2
  • 41
    • 0027789760 scopus 로고
    • Centrifuge validation of a numerical model for dynamic soil liquefaction
    • doi: 10.1016/0267-7261(93) 90047-U
    • Popescu, R., and Prevost, J.H. 1993. Centrifuge validation of a numerical model for dynamic soil liquefaction. Soil Dynamics and Earthquake Engineering, 12: 73-90. doi: 10.1016/0267-7261(93) 90047-U.
    • (1993) Soil Dynamics and Earthquake Engineering , vol.12 , pp. 73-90
    • Popescu, R.1    Prevost, J.H.2
  • 43
    • 43949096083 scopus 로고    scopus 로고
    • SeismoSoft, onlinear analysis of framed structures [online, Available from, accessed. 20 January 2006
    • SeismoSoft. 2003. SeismoStruct - A computer program for static and dynamic nonlinear analysis of framed structures [online]. Available from www.seismosoft.com. [accessed. 20 January 2006].
    • (2003) SeismoStruct - A computer program for static and dynamic n
  • 44
    • 0041461872 scopus 로고    scopus 로고
    • Sharma, S.S., and Fahey, M. 2003. Evaluation of cyclic shear strength of two cemented calcareous soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129: 608-618. doi: 10.1061/(ASCE)1090-0241(2003)129: 7(608).
    • Sharma, S.S., and Fahey, M. 2003. Evaluation of cyclic shear strength of two cemented calcareous soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129: 608-618. doi: 10.1061/(ASCE)1090-0241(2003)129: 7(608).
  • 45
    • 43949115826 scopus 로고    scopus 로고
    • Rha, C., Wallace, J.W., and Taciroglu, E. 2004. Analytical modeling of soil-structure interaction for bridge columns. In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., 1-6 August 2004 [CD-ROM]. Canadian Association for Earthquake Engineering, Vancouver, B.C. Paper 2388.
    • Rha, C., Wallace, J.W., and Taciroglu, E. 2004. Analytical modeling of soil-structure interaction for bridge columns. In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., 1-6 August 2004 [CD-ROM]. Canadian Association for Earthquake Engineering, Vancouver, B.C. Paper 2388.
  • 47
    • 11544365223 scopus 로고    scopus 로고
    • Post-liquefaction behaviour of saturated sand under simple shear loading
    • Hamburg, Germany, 6-12 September, A.A. Balkema, Rotterdam, the Netherlands, pp
    • Vaid, Y.P., and Sivathayalan, S. 1997. Post-liquefaction behaviour of saturated sand under simple shear loading. In Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Germany, 6-12 September 1997. A.A. Balkema, Rotterdam, the Netherlands, pp. 221-224.
    • (1997) Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering , pp. 221-224
    • Vaid, Y.P.1    Sivathayalan, S.2
  • 49
    • 0025199347 scopus 로고
    • Normalized behaviour of clay under irregular loading
    • doi:10.1139/190-004
    • Vucetic, M. 1990. Normalized behaviour of clay under irregular loading. Canadian Geotechnical Journal, 27: 29-46. doi:10.1139/190-004.
    • (1990) Canadian Geotechnical Journal , vol.27 , pp. 29-46
    • Vucetic, M.1
  • 53
    • 0004665604 scopus 로고    scopus 로고
    • Soil-pile-superstructure interaction at soft or liquefiable site - centrifuge data report for Csp2
    • Report UCD/CGMDR-97/03, Center for Geotechnical Modeling, University of California, Davis, Calif
    • Wilson, D.W., Boulanger, R.W., and Kutter, B.L. 1997a. Soil-pile-superstructure interaction at soft or liquefiable site - centrifuge data report for Csp2. Report UCD/CGMDR-97/03, Center for Geotechnical Modeling, University of California, Davis, Calif.
    • (1997)
    • Wilson, D.W.1    Boulanger, R.W.2    Kutter, B.L.3
  • 54
    • 43949111232 scopus 로고    scopus 로고
    • Wilson, D.W., Boulanger, R.W., and Kutter, B.L. 19976. Soil-pile-superstructure interaction at soft or liquefiable site - centrifuge data report for Csp4. Report UCD/CGMDR-97/05, Center for Geotechnical Modeling, University of California, Davis, Calif.
    • Wilson, D.W., Boulanger, R.W., and Kutter, B.L. 19976. Soil-pile-superstructure interaction at soft or liquefiable site - centrifuge data report for Csp4. Report UCD/CGMDR-97/05, Center for Geotechnical Modeling, University of California, Davis, Calif.
  • 56
    • 0345884907 scopus 로고    scopus 로고
    • Yang, Z., Elgamal, A., and Parra, E. 2003. Computational model for cyclic mobility and associated shear deformation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129: 1119-1127. doi:10.1061/(ASCE) 1090-0241(2003)129:12(1119).
    • Yang, Z., Elgamal, A., and Parra, E. 2003. Computational model for cyclic mobility and associated shear deformation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129: 1119-1127. doi:10.1061/(ASCE) 1090-0241(2003)129:12(1119).


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