메뉴 건너뛰기




Volumn 133, Issue 11, 2007, Pages 1385-1398

Use of exact solutions of wave propagation problems to guide implementation of nonlinear seismic ground response analysis procedures

Author keywords

Damping; Earthquakes; Ground motion; Seismic effects; Wave propagation

Indexed keywords

DAMPING; EARTHQUAKE EFFECTS; SHOCK WAVES; SOIL MECHANICS; STIFFNESS; WAVE PROPAGATION;

EID: 36349021280     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:11(1385)     Document Type: Article
Times cited : (237)

References (35)
  • 1
    • 0036818077 scopus 로고    scopus 로고
    • "An equivalent linear algorithm with frequency- and pressure-dependent moduli and damping for the seismic analysis of deep sites"
    • SDEEEJ0267-726110.1016/S0267-7261(02)00120-3
    • Assimaki, D., and Kausel, E. (2002). "An equivalent linear algorithm with frequency- and pressure-dependent moduli and damping for the seismic analysis of deep sites." Soil Dyn. Earthquake Eng. SDEEEJ0267-726110.1016/S0267-7261(02)00120-3, 22(3), 959-965.
    • (2002) Soil Dyn. Earthquake Eng. , vol.22 , Issue.3 , pp. 959-965
    • Assimaki, D.1    Kausel, E.2
  • 2
    • 0004278514 scopus 로고    scopus 로고
    • 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J
    • Chopra, A. K. (2000). Dynamics of structures, 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J.
    • (2000) Dynamics of Structures
    • Chopra, A.K.1
  • 4
    • 0344324997 scopus 로고    scopus 로고
    • "Development of a new family of normalized modulus reduction and material damping curves"
    • Ph.D. thesis, Dept. of Civil Engineering, Univ. of Texas, Austin, Tex
    • Darendeli, M. (2001). "Development of a new family of normalized modulus reduction and material damping curves." Ph.D. thesis, Dept. of Civil Engineering, Univ. of Texas, Austin, Tex.
    • (2001)
    • Darendeli, M.1
  • 5
    • 8644232607 scopus 로고
    • "Guidelines for determining design basis ground motions"
    • Electric Power Research Institute. Appendix 7A, Electric Power Research Institute
    • Electric Power Research Institute. (1993). "Guidelines for determining design basis ground motions." Rep. No. EPRI TR-102293, Appendix 7A, Electric Power Research Institute.
    • (1993) Rep. No. EPRI TR-102293
  • 6
    • 0035477265 scopus 로고    scopus 로고
    • "Nonlinear one-dimensional seismic ground motion propagation in the Mississippi embayment"
    • EGGOAO0013-795210.1016/S0013-7952(01)00061-8
    • Hashash, Y. M. A., and Park, D. (2001). "Nonlinear one-dimensional seismic ground motion propagation in the Mississippi embayment." Eng. Geol. (Amsterdam) EGGOAO0013-795210.1016/S0013-7952(01)00061-8, 62(1-3), 185-206.
    • (2001) Eng. Geol. (Amsterdam) , vol.62 , Issue.1-3 , pp. 185-206
    • Hashash, Y.M.A.1    Park, D.2
  • 7
    • 0037048325 scopus 로고    scopus 로고
    • "Viscous damping formulation and high frequency motion propagation in nonlinear site response analysis"
    • SDEEEJ0267-726110.1016/S0267-7261(02)00042-8
    • Hashash, Y. M. A., and Park, D. (2002). "Viscous damping formulation and high frequency motion propagation in nonlinear site response analysis." Soil Dyn. Earthquake Eng. SDEEEJ0267-726110.1016/S0267-7261(02)00042-8, 22(7), 611-624.
    • (2002) Soil Dyn. Earthquake Eng. , vol.22 , Issue.7 , pp. 611-624
    • Hashash, Y.M.A.1    Park, D.2
  • 8
    • 0003561673 scopus 로고
    • "QUAD4M-A computer program to evaluate the seismic response of soil structures using finite element procedures and incorporating a compliant base"
    • Center for Geotechnical Modeling, Dept. of Civil and Environmental Engineering, Univ. of Calif., Davis, Calif
    • Hudson, M., Idriss, I. M., and Beikae, M. (1994). "QUAD4M-A computer program to evaluate the seismic response of soil structures using finite element procedures and incorporating a compliant base." Center for Geotechnical Modeling, Dept. of Civil and Environmental Engineering, Univ. of Calif., Davis, Calif.
    • (1994)
    • Hudson, M.1    Idriss, I.M.2    Beikae, M.3
  • 10
    • 0001221461 scopus 로고
    • "Calculation of nonlinear ground response in earthquakes"
    • BSSAAP0037-1106
    • Joyner, W. B., and Chen, A. T. F. (1975). "Calculation of nonlinear ground response in earthquakes." Bull. Seismol. Soc. Am. BSSAAP0037-1106, 65(5), 1315-1336.
    • (1975) Bull. Seismol. Soc. Am. , vol.65 , Issue.5 , pp. 1315-1336
    • Joyner, W.B.1    Chen, A.T.F.2
  • 11
    • 0036169675 scopus 로고    scopus 로고
    • "Seismic simulation of inelastic soils via frequency-dependent moduli and damping"
    • JENMDT0733-939910.1061/(ASCE)0733-9399(2002)128:1(34)
    • Kausel, E., and Assimaki, D. (2002). "Seismic simulation of inelastic soils via frequency-dependent moduli and damping." J. Eng. Mech. JENMDT0733-939910.1061/(ASCE)0733-9399(2002)128:1(34), 128(1), 34-47.
    • (2002) J. Eng. Mech. , vol.128 , Issue.1 , pp. 34-47
    • Kausel, E.1    Assimaki, D.2
  • 14
    • 0002483596 scopus 로고    scopus 로고
    • "Effect of soil plasticity on damping ratio at small cyclic strains"
    • SOIFBE0038-0806
    • Lanzo, G., and Vucetic, M. (1999). "Effect of soil plasticity on damping ratio at small cyclic strains," Soils Found. SOIFBE0038-0806, 39(4), 131-141.
    • (1999) Soils Found. , vol.39 , Issue.4 , pp. 131-141
    • Lanzo, G.1    Vucetic, M.2
  • 15
    • 0003651160 scopus 로고
    • SUMDES: A nonlinear procedure for response analysis of horizontally-layered sites subjected to multidirectional earthquake loading
    • Dept. of Civil Engineering, Univ. of Calif., Davis, Calif
    • Li, X. S., Wang, Z. L., and Shen, C. K. (1992). SUMDES: A nonlinear procedure for response analysis of horizontally-layered sites subjected to multidirectional earthquake loading. Dept. of Civil Engineering, Univ. of Calif., Davis, Calif.
    • (1992)
    • Li, X.S.1    Wang, Z.L.2    Shen, C.K.3
  • 16
    • 31044451383 scopus 로고    scopus 로고
    • "ONDA: Computer code for nonlinear seismic response analyses of soil deposits"
    • JGGEFK1090-024110.1061/(ASCE)1090-0241(2006)132:2(223)
    • Lo Presti, D. C. F., Lai, C. G., and Puci, I. (2006). "ONDA: Computer code for nonlinear seismic response analyses of soil deposits." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/ (ASCE)1090-0241(2006)132:2(223), 132(2), 223-236.
    • (2006) J. Geotech. Geoenviron. Eng. , vol.132 , Issue.2 , pp. 223-236
    • Lo Presti, D.C.F.1    Lai, C.G.2    Puci, I.3
  • 17
    • 0004421346 scopus 로고
    • "Influence of base-rock characteristics on ground response"
    • BSSAAP0037-1106
    • Lysmer, J., Seed, H. B., and Schnabel, P. B. (1971). "Influence of base-rock characteristics on ground response." Bull. Seismol. Soc. Am. BSSAAP0037-1106, 61(5), 1213-1232.
    • (1971) Bull. Seismol. Soc. Am. , vol.61 , Issue.5 , pp. 1213-1232
    • Lysmer, J.1    Seed, H.B.2    Schnabel, P.B.3
  • 18
    • 0002558809 scopus 로고
    • "Eigenspannungen and verfertigung beim messing"
    • Zurich, Switzerland
    • Masing, G. (1926). "Eigenspannungen and verfertigung beim messing." Proc., 2nd Int. Congress on Applied Mech., Zurich, Switzerland.
    • (1926) Proc., 2nd Int. Congress on Applied Mech.
    • Masing, G.1
  • 20
    • 0027789677 scopus 로고
    • "Cyclic characterization of liquefiable sands"
    • JGENDZ0733-941010.1061/(ASCE)0733-9410(1993)119:11(1805)
    • Matasovic, N., and Vucetic, M. (1993). "Cyclic characterization of liquefiable sands." J. Geotech. Engrg. JGENDZ0733-941010.1061/ (ASCE)0733-9410(1993)119:11(1805), 119(11), 1805-1822.
    • (1993) J. Geotech. Engrg. , vol.119 , Issue.11 , pp. 1805-1822
    • Matasovic, N.1    Vucetic, M.2
  • 21
    • 0013317360 scopus 로고    scopus 로고
    • Pacific Earthquake Engrg. Research Center, Univ. of Calif., Berkeley, Calif
    • McKenna, F., and Fenves, G. L. (2001). The OpenSees command language manual, Version 1.2, Pacific Earthquake Engrg. Research Center, Univ. of Calif., Berkeley, Calif., 〈http://opensees.berkeley.edu〉.
    • (2001) The OpenSees Command Language Manual, Version 1.2
    • McKenna, F.1    Fenves, G.L.2
  • 22
    • 8644235216 scopus 로고    scopus 로고
    • "Soil damping formulation in nonlinear time domain site response analysis"
    • ZZZZZZ1363-2469
    • Park, D., and Hashash, Y. M. A. (2004). "Soil damping formulation in nonlinear time domain site response analysis." J. Earthquake Eng. ZZZZZZ1363-2469, 8(2), 249-274.
    • (2004) J. Earthquake Eng. , vol.8 , Issue.2 , pp. 249-274
    • Park, D.1    Hashash, Y.M.A.2
  • 23
    • 0003722817 scopus 로고    scopus 로고
    • "Numerical modeling of liquefaction and lateral ground deformation including cyclic mobility and dilation response in soil systems"
    • Ph.D. thesis, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, N.Y
    • Parra, E. (1996). "Numerical modeling of liquefaction and lateral ground deformation including cyclic mobility and dilation response in soil systems." Ph.D. thesis, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, N.Y.
    • (1996)
    • Parra, E.1
  • 24
    • 0018477876 scopus 로고
    • "Nonlinear soil models for irregular cyclic loadings"
    • AJGEB60093-6405
    • Pyke, R. M. (1979). "Nonlinear soil models for irregular cyclic loadings." J. Geotech. Engrg. Div. AJGEB60093-6405, 105(6), 715-726.
    • (1979) J. Geotech. Engrg. Div. , vol.105 , Issue.6 , pp. 715-726
    • Pyke, R.M.1
  • 26
    • 0003950120 scopus 로고
    • "Numerical analysis of seismically induced deformations in saturated granular soil strata"
    • Ph.D. thesis, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, N.Y
    • Ragheb, A. M. (1994). "Numerical analysis of seismically induced deformations in saturated granular soil strata." Ph.D. thesis, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, N.Y.
    • (1994)
    • Ragheb, A.M.1
  • 27
    • 0041479116 scopus 로고
    • "Theoretical background for amplification studies"
    • Soils Publications No. 231, Massachusetts Institute of Technology, Cambridge, Mass
    • Roesset, J. M., and Whitman, R. V. (1969). "Theoretical background for amplification studies." Research Rep. No. R69-15, Soils Publications No. 231, Massachusetts Institute of Technology, Cambridge, Mass.
    • (1969) Research Rep. No. R69-15
    • Roesset, J.M.1    Whitman, R.V.2
  • 28
    • 0003466716 scopus 로고
    • "SHAKE: A computer program for earthquake response analysis of horizontally layered sites"
    • Earthquake Engineering Research Center, Univ. of Calif., Berkeley, Calif
    • Schnabel, P. B., Lysmer, J., and Seed, H. B. (1972). "SHAKE: A computer program for earthquake response analysis of horizontally layered sites." Report No. UCB/EERC-72/12, Earthquake Engineering Research Center, Univ. of Calif., Berkeley, Calif.
    • (1972) Report No. UCB/EERC-72/12
    • Schnabel, P.B.1    Lysmer, J.2    Seed, H.B.3
  • 29
    • 0025199347 scopus 로고
    • "Normalized behavior of clay under irregular cyclic loading"
    • CGJOAH0008-3674
    • Vucetic, M. (1990). "Normalized behavior of clay under irregular cyclic loading." Can. Geotech. J. CGJOAH0008-3674, 27, 29-46.
    • (1990) Can. Geotech. J. , vol.27 , pp. 29-46
    • Vucetic, M.1
  • 30
    • 2942658122 scopus 로고
    • "Pore pressure buildup and liquefaction at level sandy sites during earthquakes"
    • Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, N.Y
    • Vucetic, M., and Dobry, R. (1986). "Pore pressure buildup and liquefaction at level sandy sites during earthquakes." Research Rep. No. CE-86-3, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, N.Y.
    • (1986) Research Rep. No. CE-86-3
    • Vucetic, M.1    Dobry, R.2
  • 31
    • 0032122231 scopus 로고    scopus 로고
    • "Damping at small strains in cyclic simple shear test"
    • JGGEFK1090-024110.1061/(ASCE)1090-0241(1998)124:7(585)
    • Vucetic, M., Lanzo, G., and Doroudian, M. (1998). "Damping at small strains in cyclic simple shear test." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/(ASCE)1090-0241(1998)124:7(585), 124(7), 585-594.
    • (1998) J. Geotech. Geoenviron. Eng. , vol.124 , Issue.7 , pp. 585-594
    • Vucetic, M.1    Lanzo, G.2    Doroudian, M.3
  • 32
    • 0009397679 scopus 로고
    • "Bounding surface hypoplasticity model for granular soils and its applications"
    • Ph.D. thesis, Univ. of Calif., Davis, Calif
    • Wang, Z. L. (1990). "Bounding surface hypoplasticity model for granular soils and its applications." Ph.D. thesis, Univ. of Calif., Davis, Calif.
    • (1990)
    • Wang, Z.L.1
  • 33
    • 0019107111 scopus 로고
    • "Wave propagation method of site seismic response by visco-elastoplastic model"
    • Istanbul, Turkey
    • Wang, Z. L., Han, Q. Y., and Zhou, G. S. (1980). "Wave propagation method of site seismic response by visco-elastoplastic model." Proc., Seventh World Conf. on Earthquake Engineering, Vol. 2, Istanbul, Turkey, 379-386.
    • (1980) Proc., Seventh World Conf. on Earthquake Engineering , vol.2 , pp. 379-386
    • Wang, Z.L.1    Han, Q.Y.2    Zhou, G.S.3
  • 34
    • 0004121077 scopus 로고    scopus 로고
    • "Numerical modeling of earthquake site response including dilation and liquefaction"
    • Ph.D. thesis, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., New York
    • Yang, Z. (2000). "Numerical modeling of earthquake site response including dilation and liquefaction." Ph.D. thesis, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., New York.
    • (2000)
    • Yang, Z.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.