메뉴 건너뛰기




Volumn 135, Issue 12, 2010, Pages 1906-1921

Effects of near-fault ground shaking on sliding systems

Author keywords

Asymmetry; Ground motion; Seismic effects; Sliding; Symmetry

Indexed keywords

MACHINERY;

EID: 75949119719     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000174     Document Type: Article
Times cited : (104)

References (55)
  • 1
    • 0042307633 scopus 로고    scopus 로고
    • Incorporating effects of near fault tectonic deformation into design ground motions
    • University at Buffalo MCEER: Friedman F. V. professional program, webcast.
    • Abrahamson NA. Incorporating effects of near fault tectonic deformation into design ground motions. 2001. University at Buffalo MCEER: Friedman F. V. professional program, webcast.
    • (2001)
    • Abrahamson, N.A.1
  • 2
    • 0003259064 scopus 로고    scopus 로고
    • Consideration of near-fault ground motion effects in seismic design
    • New Zealand Society for Earthquake Engineering, Aukland, New Zealand.
    • Alavi B, Krawinkler H. Consideration of near-fault ground motion effects in seismic design. Proc., 12th World Conf. on Earthquake Engineering 2000, and New Zealand Society for Earthquake Engineering, Aukland, New Zealand.
    • (2000) Proc., 12th World Conf. on Earthquake Engineering
    • Alavi, B.1    Krawinkler, H.2
  • 3
    • 0000355544 scopus 로고
    • The response of earth dams to strong earthquakes
    • GTNQA8, 0016-8505, 10.1680/geot.1967.17.3.181
    • Ambraseys NN, Sarma SK. The response of earth dams to strong earthquakes. Geotechnique 1967, 17:181-213. GTNQA8, 0016-8505, 10.1680/geot.1967.17.3.181
    • (1967) Geotechnique , vol.17 , pp. 181-213
    • Ambraseys, N.N.1    Sarma, S.K.2
  • 4
    • 0029416370 scopus 로고
    • Earthquake induced displacements of slopes
    • SDEEEJ, 0267-7261, 10.1016/0267-7261(94)00020-H.
    • Ambraseys NN, Srbulov M. Earthquake induced displacements of slopes. Soil Dyn. Earthquake Eng. 1995, 14(1):59-72. SDEEEJ, 0267-7261, 10.1016/0267-7261(94)00020-H.
    • (1995) Soil Dyn. Earthquake Eng. , vol.14 , Issue.1 , pp. 59-72
    • Ambraseys, N.N.1    Srbulov, M.2
  • 5
    • 0017219709 scopus 로고
    • Establishment of design earthquakes: Evaluation of present methods
    • Univ. of Missouri-Rolla, Rolla, Mo.
    • Bertero VV. Establishment of design earthquakes: Evaluation of present methods. Proc., Int. Symp. on Earthquake Structural Engineering 1976, 1:551-580. Univ. of Missouri-Rolla, Rolla, Mo.
    • (1976) Proc., Int. Symp. on Earthquake Structural Engineering , vol.1 , pp. 551-580
    • Bertero, V.V.1
  • 6
    • 0017830949 scopus 로고
    • Aseismic design implications of near-fault San Fernando earthquake records
    • IJEEBG, 0098-8847, 10.1002/eqe.4290060105
    • Bertero VV, Mahin SA, Herrera RA. Aseismic design implications of near-fault San Fernando earthquake records. Earthquake Eng. Struct. Dyn. 1978, 6:31-42. IJEEBG, 0098-8847, 10.1002/eqe.4290060105
    • (1978) Earthquake Eng. Struct. Dyn. , vol.6 , pp. 31-42
    • Bertero, V.V.1    Mahin, S.A.2    Herrera, R.A.3
  • 7
    • 0032032508 scopus 로고    scopus 로고
    • Earthquake-induced displacements of solid-waste landfills
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1998)124:3(242).
    • Bray JD, Rathje EM. Earthquake-induced displacements of solid-waste landfills. J. Geotech. Geoenviron. Eng. 1998, 124(3):242-253. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1998)124:3(242).
    • (1998) J. Geotech. Geoenviron. Eng. , vol.124 , Issue.3 , pp. 242-253
    • Bray, J.D.1    Rathje, E.M.2
  • 8
    • 8644235077 scopus 로고    scopus 로고
    • Characterization of forward-directivity ground motions in the near-fault region
    • SDEEEJ, 0267-7261, 10.1016/j.soildyn.2004.05.001
    • Bray JD, Rodriguez-Marek A. Characterization of forward-directivity ground motions in the near-fault region. Soil Dyn. Earthquake Eng. 2004, 24:815-828. SDEEEJ, 0267-7261, 10.1016/j.soildyn.2004.05.001
    • (2004) Soil Dyn. Earthquake Eng. , vol.24 , pp. 815-828
    • Bray, J.D.1    Rodriguez-Marek, A.2
  • 9
    • 34249070514 scopus 로고    scopus 로고
    • Simplified procedure for estimating earthquake-induced deviatoric slope displacements
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:4(381).
    • Bray JD, Travasarou T. Simplified procedure for estimating earthquake-induced deviatoric slope displacements. J. Geotech. Geoenviron. Eng. 2007, 133(4):381-392. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:4(381).
    • (2007) J. Geotech. Geoenviron. Eng. , vol.133 , Issue.4 , pp. 381-392
    • Bray, J.D.1    Travasarou, T.2
  • 10
    • 39349111246 scopus 로고    scopus 로고
    • Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions
    • IJEEBG, 0098-8847.
    • Changhai Z, Shuang L, Xie LL, Yamin S. Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions. Earthquake Eng. Struct. Dyn. 2007, 6(4):351-356. IJEEBG, 0098-8847.
    • (2007) Earthquake Eng. Struct. Dyn. , vol.6 , Issue.4 , pp. 351-356
    • Changhai, Z.1    Shuang, L.2    Xie, L.L.3    Yamin, S.4
  • 12
    • 0021644892 scopus 로고
    • Stochastic seismic sliding of rigid mass against asymmetric coulomb friction
    • IJEEBG, 0098-8847, 10.1002/eqe.4290120606
    • Constantinou MC, Gazetas G, Tadjbakhsh I. Stochastic seismic sliding of rigid mass against asymmetric coulomb friction. Earthquake Eng. Struct. Dyn. 1984, 12:777-793. IJEEBG, 0098-8847, 10.1002/eqe.4290120606
    • (1984) Earthquake Eng. Struct. Dyn. , vol.12 , pp. 777-793
    • Constantinou, M.C.1    Gazetas, G.2    Tadjbakhsh, I.3
  • 13
    • 0027334074 scopus 로고
    • Seismic induced slip of concrete gravity dams
    • JSENDH, 0733-9445, 10.1061/(ASCE)0733-9445(1993)119:1(108).
    • Danay A, Adeghe LN. Seismic induced slip of concrete gravity dams. J. Struct. Eng. 1993, 119(1):108-1129. JSENDH, 0733-9445, 10.1061/(ASCE)0733-9445(1993)119:1(108).
    • (1993) J. Struct. Eng. , vol.119 , Issue.1 , pp. 108-1129
    • Danay, A.1    Adeghe, L.N.2
  • 14
    • 85007389131 scopus 로고    scopus 로고
    • Sliding isolation of structures: Effect of horizontal and vertical acceleration
    • (CD-ROM), Federation Internationale du Beton, Federal Institute of Technology, Lausanne, Switzerland.
    • Fardis N, Georgarakos P, Gazetas G, Anastasopoulos I. Sliding isolation of structures: Effect of horizontal and vertical acceleration. Proc., FIB Int. Symp. on Concrete Structures in Seismic Regions 2003 (CD-ROM), Federation Internationale du Beton, Federal Institute of Technology, Lausanne, Switzerland.
    • (2003) Proc., FIB Int. Symp. on Concrete Structures in Seismic Regions
    • Fardis, N.1    Georgarakos, P.2    Gazetas, G.3    Anastasopoulos, I.4
  • 15
    • 85040880704 scopus 로고
    • Simplified analysis for earthquake resistant design of concrete gravity dams
    • Rep. No. UBC/EERC-85/10, Univ. of California, Berkeley, Calif.
    • Fenves G, Chopra AK. Simplified analysis for earthquake resistant design of concrete gravity dams. 1986, Rep. No. UBC/EERC-85/10, Univ. of California, Berkeley, Calif.
    • (1986)
    • Fenves, G.1    Chopra, A.K.2
  • 16
    • 0029416352 scopus 로고
    • Laboratory study of seismic free-field response of sand
    • SDEEEJ, 0267-7261, 10.1016/0267-7261(94)00017-B.
    • Fishman KL, Mander JB, Richards R. Laboratory study of seismic free-field response of sand. Soil Dyn. Earthquake Eng. 1995, 14:33-43. SDEEEJ, 0267-7261, 10.1016/0267-7261(94)00017-B.
    • (1995) Soil Dyn. Earthquake Eng. , vol.14 , pp. 33-43
    • Fishman, K.L.1    Mander, J.B.2    Richards, R.3
  • 17
    • 0043150711 scopus 로고
    • Earthquake resistance of earth and rock-fill dams
    • Rep. No. 5, Soils and Pavements Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
    • Franklin A, Chang FK. Earthquake resistance of earth and rock-fill dams. 1977, Rep. No. 5, Soils and Pavements Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
    • (1977)
    • Franklin, A.1    Chang, F.K.2
  • 20
    • 0019581442 scopus 로고
    • Random vibration analysis for the seismic response of earth dams
    • GTNQA8, 0016-8505, 10.1680/geot.1981.31.2.261.
    • Gazetas G, Debchaudhury A, Gasparini DA. Random vibration analysis for the seismic response of earth dams. Geotechnique 1981, 31(2):261-277. GTNQA8, 0016-8505, 10.1680/geot.1981.31.2.261.
    • (1981) Geotechnique , vol.31 , Issue.2 , pp. 261-277
    • Gazetas, G.1    Debchaudhury, A.2    Gasparini, D.A.3
  • 21
    • 0028668677 scopus 로고
    • Permanent deformation on pre-existing sliding surfaces in dams
    • 10.1061/(ASCE)0733-9410(1994)120:11(2041), 0733-9410.
    • Gazetas G, Uddin N. Permanent deformation on pre-existing sliding surfaces in dams. J. Geotech. Eng. 1994, 120(11):2041-2061. 10.1061/(ASCE)0733-9410(1994)120:11(2041), 0733-9410.
    • (1994) J. Geotech. Eng. , vol.120 , Issue.11 , pp. 2041-2061
    • Gazetas, G.1    Uddin, N.2
  • 22
    • 0000132610 scopus 로고
    • Near-source ground motion and its effects on flexible buildings
    • EASPEF, 8755-2930, 10.1193/1.1585828.
    • Hall JF, Heaton TH, Halling MW, Wald DJ. Near-source ground motion and its effects on flexible buildings. Earthquake Spectra 1995, 11(4):569-605. EASPEF, 8755-2930, 10.1193/1.1585828.
    • (1995) Earthquake Spectra , vol.11 , Issue.4 , pp. 569-605
    • Hall, J.F.1    Heaton, T.H.2    Halling, M.W.3    Wald, D.J.4
  • 23
    • 29544449935 scopus 로고    scopus 로고
    • Comparing observed and predicted directivity in near-source ground motion
    • EASPEF, 8755-2930, 10.1193/1.2044827.
    • Haward JK, Tracy CA, Burns RG. Comparing observed and predicted directivity in near-source ground motion. Earthquake Spectra 2005, 21(4):1063-1092. EASPEF, 8755-2930, 10.1193/1.2044827.
    • (2005) Earthquake Spectra , vol.21 , Issue.4 , pp. 1063-1092
    • Haward, J.K.1    Tracy, C.A.2    Burns, R.G.3
  • 24
    • 0043241650 scopus 로고    scopus 로고
    • A theoretical method for computing near-fault ground motions in layered half-spaces considering static offset due to surface faulting, with a physical interpretation of fling step and rupture directivity
    • BSSAAP, 0037-1106, 10.1785/0120020165.
    • Hisada Y, Bielak J. A theoretical method for computing near-fault ground motions in layered half-spaces considering static offset due to surface faulting, with a physical interpretation of fling step and rupture directivity. Bull. Seismol. Soc. Am. 2003, 93(3):1154-1168. BSSAAP, 0037-1106, 10.1785/0120020165.
    • (2003) Bull. Seismol. Soc. Am. , vol.93 , Issue.3 , pp. 1154-1168
    • Hisada, Y.1    Bielak, J.2
  • 25
    • 0006730628 scopus 로고    scopus 로고
    • Important features of the response of inelastic structures to near-fault ground motion
    • Paper No. 1740, New Zealand Society for Earthquake Engineering, Aukland, New Zealand.
    • Iwan WD, Huang C-T, Guyader AC. Important features of the response of inelastic structures to near-fault ground motion. Proc., 12th World Conf. on Earthquake Engineering 2000, and Paper No. 1740, New Zealand Society for Earthquake Engineering, Aukland, New Zealand.
    • (2000) Proc., 12th World Conf. on Earthquake Engineering
    • Iwan, W.D.1    Huang, C.-T.2    Guyader, A.C.3
  • 26
    • 0035341417 scopus 로고    scopus 로고
    • Base isolation for near-fault motions
    • IJEEBG, 0098-8847, 10.1002/eqe.31.
    • Jangid RS, Kelly JM. Base isolation for near-fault motions. Earthquake Eng. Struct. Dyn. 2001, 30:691-707. IJEEBG, 0098-8847, 10.1002/eqe.31.
    • (2001) Earthquake Eng. Struct. Dyn. , vol.30 , pp. 691-707
    • Jangid, R.S.1    Kelly, J.M.2
  • 28
    • 1642279655 scopus 로고    scopus 로고
    • Dimensionality and directionality effects of Newmark stability analysis
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2004)130:3(303).
    • Kramer SL, Lindwall NW. Dimensionality and directionality effects of Newmark stability analysis. J. Geotech. Geoenviron. Eng. 2004, 130(3):303-315. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2004)130:3(303).
    • (2004) J. Geotech. Geoenviron. Eng. , vol.130 , Issue.3 , pp. 303-315
    • Kramer, S.L.1    Lindwall, N.W.2
  • 29
    • 0031195182 scopus 로고    scopus 로고
    • Modified Newmark model for seismic displacements of compliant slopes
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1997)123:7(635).
    • Kramer SL, Smith M. Modified Newmark model for seismic displacements of compliant slopes. J. Geotech. Geoenviron. Eng. 1997, 123(7):635-644. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1997)123:7(635).
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.7 , pp. 635-644
    • Kramer, S.L.1    Smith, M.2
  • 30
    • 0024856691 scopus 로고
    • Seismic stability of concrete gravity dams
    • IJEEBG, 0098-8847, 10.1002/eqe.4290180611.
    • Leger P, Katsouli M. Seismic stability of concrete gravity dams. Earthquake Eng. Struct. Dyn. 1989, 18:889-902. IJEEBG, 0098-8847, 10.1002/eqe.4290180611.
    • (1989) Earthquake Eng. Struct. Dyn. , vol.18 , pp. 889-902
    • Leger, P.1    Katsouli, M.2
  • 31
    • 0020616515 scopus 로고
    • Decoupling approximation to the evaluation of earthquake-induced plastic slip in earth dams
    • IJEEBG, 0098-8847, 10.1002/eqe.4290110506.
    • Lin JS, Whitman RV. Decoupling approximation to the evaluation of earthquake-induced plastic slip in earth dams. Earthquake Eng. Struct. Dyn. 1983, 11:667-678. IJEEBG, 0098-8847, 10.1002/eqe.4290110506.
    • (1983) Earthquake Eng. Struct. Dyn. , vol.11 , pp. 667-678
    • Lin, J.S.1    Whitman, R.V.2
  • 32
    • 0017995611 scopus 로고
    • Simplified procedure for estimating dam and embankment earthquake induced deformations
    • AJGEB6, 0093-6405.
    • Makdisi FI, Seed HB. Simplified procedure for estimating dam and embankment earthquake induced deformations. J. Geotech. Engrg. Div. 1978, 104(7):849-867. AJGEB6, 0093-6405.
    • (1978) J. Geotech. Engrg. Div. , vol.104 , Issue.7 , pp. 849-867
    • Makdisi, F.I.1    Seed, H.B.2
  • 33
    • 0034078018 scopus 로고    scopus 로고
    • Rocking response of rigid blocks under near-source ground motions
    • GTNQA8, 0016-8505.
    • Makris N, Roussos YS. Rocking response of rigid blocks under near-source ground motions. Geotechnique 2000, 50(3):243-262. GTNQA8, 0016-8505.
    • (2000) Geotechnique , vol.50 , Issue.3 , pp. 243-262
    • Makris, N.1    Roussos, Y.S.2
  • 34
    • 3142735149 scopus 로고    scopus 로고
    • Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems
    • IJEEBG, 0098-8847, 10.1002/eqe.391.
    • Mavroeidis PG, Dong G, Papageorgiou SA. Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems. Earthquake Eng. Struct. Dyn. 2004, 33:1023-1049. IJEEBG, 0098-8847, 10.1002/eqe.391.
    • (2004) Earthquake Eng. Struct. Dyn. , vol.33 , pp. 1023-1049
    • Mavroeidis, P.G.1    Dong, G.2    Papageorgiou, S.A.3
  • 35
    • 0042740410 scopus 로고    scopus 로고
    • A mathematical representation of near-fault ground motions
    • BSSAAP, 0037-1106, 10.1785/0120020100.
    • Mavroeidis PG, Papageorgiou SA. A mathematical representation of near-fault ground motions. Bull. Seismol. Soc. Am. 2003, 93(3):1099-1131. BSSAAP, 0037-1106, 10.1785/0120020100.
    • (2003) Bull. Seismol. Soc. Am. , vol.93 , Issue.3 , pp. 1099-1131
    • Mavroeidis, P.G.1    Papageorgiou, S.A.2
  • 36
    • 84988611729 scopus 로고
    • Effects of earthquakes on dams and embankments
    • GTNQA8, 0016-8505, 10.1680/geot.1965.15.2.139.
    • Newmark NM. Effects of earthquakes on dams and embankments. Geotechnique 1965, 15(2):139-160. GTNQA8, 0016-8505, 10.1680/geot.1965.15.2.139.
    • (1965) Geotechnique , vol.15 , Issue.2 , pp. 139-160
    • Newmark, N.M.1
  • 37
    • 4544321946 scopus 로고    scopus 로고
    • Response of elastic and inelastic structures with damping systems to near-field and soft-soil ground motions
    • ENSTDF, 0141-0296, 10.1016/j.engstruct.2004.04.001.
    • Pavlou EA, Constantinou MC. Response of elastic and inelastic structures with damping systems to near-field and soft-soil ground motions. Eng. Struct. 2004, 26:1217-1230. ENSTDF, 0141-0296, 10.1016/j.engstruct.2004.04.001.
    • (2004) Eng. Struct. , vol.26 , pp. 1217-1230
    • Pavlou, E.A.1    Constantinou, M.C.2
  • 38
    • 0034327354 scopus 로고    scopus 로고
    • Nonlinear coupled seismic sliding analysis of earth structures
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2000)126:11(1002).
    • Rathje EM, Bray JD. Nonlinear coupled seismic sliding analysis of earth structures. J. Geotech. Geoenviron. Eng. 2000, 126(11):1002-1014. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2000)126:11(1002).
    • (2000) J. Geotech. Geoenviron. Eng. , vol.126 , Issue.11 , pp. 1002-1014
    • Rathje, E.M.1    Bray, J.D.2
  • 39
    • 0018454485 scopus 로고
    • Seismic behaviour of gravity retaining walls
    • AJGEB6, 0093-6405.
    • Richards R, Elms DG. Seismic behaviour of gravity retaining walls. J. Geotech. Engrg. Div. 1979, 105(4):449-464. AJGEB6, 0093-6405.
    • (1979) J. Geotech. Engrg. Div. , vol.105 , Issue.4 , pp. 449-464
    • Richards, R.1    Elms, D.G.2
  • 40
    • 0016594363 scopus 로고
    • Seismic stability of earth dams and embankments
    • GTNQA8, 0016-8505, 10.1680/geot.1975.25.4.743.
    • Sarma SK. Seismic stability of earth dams and embankments. Geotechnique 1975, 25(4):743-761. GTNQA8, 0016-8505, 10.1680/geot.1975.25.4.743.
    • (1975) Geotechnique , vol.25 , Issue.4 , pp. 743-761
    • Sarma, S.K.1
  • 41
    • 0038176217 scopus 로고    scopus 로고
    • Importance of severe pulse-type ground motions in performance-based engineering: Historical and critical review
    • Paper No. 1302, New Zealand Society for Earthquake Engineering, Aukland, New Zealand.
    • Sasani M, Bertero VV. Importance of severe pulse-type ground motions in performance-based engineering: Historical and critical review. Proc., 12th World Conf. on Earthquake Engineering 2000, and Paper No. 1302, New Zealand Society for Earthquake Engineering, Aukland, New Zealand.
    • (2000) Proc., 12th World Conf. on Earthquake Engineering
    • Sasani, M.1    Bertero, V.V.2
  • 42
    • 0003113422 scopus 로고
    • The seismic coefficient in earth dam design
    • JSFEAQ, 0044-7994.
    • Seed HB, Martin GR. The seismic coefficient in earth dam design. J. Soil Mech. and Found. Div. 1966, 92:25-58. JSFEAQ, 0044-7994.
    • (1966) J. Soil Mech. and Found. Div. , vol.92 , pp. 25-58
    • Seed, H.B.1    Martin, G.R.2
  • 43
    • 13944273689 scopus 로고    scopus 로고
    • Performance of a seismically isolated bridge under near-fault earthquake ground motions
    • JSENDH, 0733-9445, 10.1061/(ASCE)0733-9445(2004)130:6(861).
    • Shen J, Tsai MH, Chang KC, Lee GC. Performance of a seismically isolated bridge under near-fault earthquake ground motions. J. Struct. Eng. 2004, 130(6):861-868. JSENDH, 0733-9445, 10.1061/(ASCE)0733-9445(2004)130:6(861).
    • (2004) J. Struct. Eng. , vol.130 , Issue.6 , pp. 861-868
    • Shen, J.1    Tsai, M.H.2    Chang, K.C.3    Lee, G.C.4
  • 44
    • 0022014829 scopus 로고
    • Earthquake ground motions: Implications for designing structures and reconciling structural damage
    • EASPEF, 8755-2930, 10.1193/1.1585264.
    • Singh JP. Earthquake ground motions: Implications for designing structures and reconciling structural damage. Earthquake Spectra 1985, 1:239-270. EASPEF, 8755-2930, 10.1193/1.1585264.
    • (1985) Earthquake Spectra , vol.1 , pp. 239-270
    • Singh, J.P.1
  • 45
    • 2442719719 scopus 로고    scopus 로고
    • Seismic hazard evaluation
    • Paper No. 2833, New Zealand Society for Earthquake Engineering, Aukland, New Zealand.
    • Somerville P. Seismic hazard evaluation. Proc., 12th World Conf. on Earthquake Engineering 2000, 325-346. Paper No. 2833, New Zealand Society for Earthquake Engineering, Aukland, New Zealand.
    • (2000) Proc., 12th World Conf. on Earthquake Engineering , pp. 325-346
    • Somerville, P.1
  • 46
    • 75949093127 scopus 로고    scopus 로고
    • Characterization of near fault ground motions for design
    • Univ. of California, San Diego.
    • Somerville P. Characterization of near fault ground motions for design. Proc., ACI Specialty Conf. 2003, Univ. of California, San Diego.
    • (2003) Proc., ACI Specialty Conf.
    • Somerville, P.1
  • 47
    • 0030923422 scopus 로고    scopus 로고
    • Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity
    • SRLEEG, 0895-0695.
    • Somerville PG, Smith NF, Graves RW, Abrahamson NA. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismol. Res. Lett. 1997, 68:199-222. SRLEEG, 0895-0695.
    • (1997) Seismol. Res. Lett. , vol.68 , pp. 199-222
    • Somerville, P.G.1    Smith, N.F.2    Graves, R.W.3    Abrahamson, N.A.4
  • 48
    • 27344450771 scopus 로고    scopus 로고
    • Optimal ground motion intensity measures for probabilistic assessment of seismic slope displacements
    • Ph.D. dissertation, Civil and Environmental Engineering, Univ. of California, Berkeley, Calif.
    • Travasarou T. Optimal ground motion intensity measures for probabilistic assessment of seismic slope displacements. 2003. Ph.D. dissertation, Civil and Environmental Engineering, Univ. of California, Berkeley, Calif.
    • (2003)
    • Travasarou, T.1
  • 49
    • 0041783575 scopus 로고    scopus 로고
    • Inclined plane studies of the Newmark sliding block procedure
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:8(673).
    • Wartman J, Bray JD, Seed RB. Inclined plane studies of the Newmark sliding block procedure. J. Geotech. Geoenviron. Eng. 2003, 129(8):673-684. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:8(673).
    • (2003) J. Geotech. Geoenviron. Eng. , vol.129 , Issue.8 , pp. 673-684
    • Wartman, J.1    Bray, J.D.2    Seed, R.B.3
  • 50
    • 31544456640 scopus 로고    scopus 로고
    • Representation of near-fault pulse-type ground motions
    • ZZZZZZ, 1671-3664, 10.1007/s11803-005-0002-2.
    • Xie LL, Xu LJ, Rondriguez-Marek A. Representation of near-fault pulse-type ground motions. Earthquake Eng. Eng. Vib. 2005, 4(2):191-199. ZZZZZZ, 1671-3664, 10.1007/s11803-005-0002-2.
    • (2005) Earthquake Eng. Eng. Vib. , vol.4 , Issue.2 , pp. 191-199
    • Xie, L.L.1    Xu, L.J.2    Rondriguez-Marek, A.3
  • 51
    • 34147211682 scopus 로고    scopus 로고
    • Design spectra including effect of rupture directivity in near-fault region
    • ZZZZZZ, 1671-3664, 10.1007/s11803-006-0636-8.
    • Xu LJ, Rondriguez-Marek A, Xie LL. Design spectra including effect of rupture directivity in near-fault region. Earthquake Eng. Eng. Vib. 2006, 5(2):159-170. ZZZZZZ, 1671-3664, 10.1007/s11803-006-0636-8.
    • (2006) Earthquake Eng. Eng. Vib. , vol.5 , Issue.2 , pp. 159-170
    • Xu, L.J.1    Rondriguez-Marek, A.2    Xie, L.L.3
  • 52
    • 85001838089 scopus 로고    scopus 로고
    • Dynamic response analysis procedure for landfills and geosynthetic liners
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1998)124:10(1027).
    • Yegian MK, Harb JN, Kadakal U. Dynamic response analysis procedure for landfills and geosynthetic liners. J. Geotech. Geoenviron. Eng. 1998, 124(10):1027-1033. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1998)124:10(1027).
    • (1998) J. Geotech. Geoenviron. Eng. , vol.124 , Issue.10 , pp. 1027-1033
    • Yegian, M.K.1    Harb, J.N.2    Kadakal, U.3
  • 53
    • 0026866247 scopus 로고
    • Dynamic interface shear strength properties of geomembranes and geotextiles
    • JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1992)118:5(760).
    • Yegian MK, Lahlaf AM. Dynamic interface shear strength properties of geomembranes and geotextiles. J. Geotech. Engrg. 1992, 118(5):760-761. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1992)118:5(760).
    • (1992) J. Geotech. Engrg. , vol.118 , Issue.5 , pp. 760-761
    • Yegian, M.K.1    Lahlaf, A.M.2
  • 54
    • 0025925861 scopus 로고
    • Earthquake induced permanent deformations: A probabilistic approach
    • JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1991)117:1(35).
    • Yegian MK, Marciano EA, Ghahraman VG. Earthquake induced permanent deformations: A probabilistic approach. J. Geotech. Engrg. 1991a, 117(1):35-50. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1991)117:1(35).
    • (1991) J. Geotech. Engrg. , vol.117 , Issue.1 , pp. 35-50
    • Yegian, M.K.1    Marciano, E.A.2    Ghahraman, V.G.3
  • 55
    • 0025925862 scopus 로고
    • Seismic risk analysis for earth dams
    • JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1991)117:1(18).
    • Yegian MK, Marciano EA, Ghahraman VG. Seismic risk analysis for earth dams. J. Geotech. Engrg. 1991b, 117:18-34. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1991)117:1(18).
    • (1991) J. Geotech. Engrg. , vol.117 , pp. 18-34
    • Yegian, M.K.1    Marciano, E.A.2    Ghahraman, V.G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.