메뉴 건너뛰기




Volumn 132, Issue 12, 2006, Pages 1611-1620

Seismic site response for near-fault forward directivity ground motions

Author keywords

Building codes; Constitutive models; Ground motion; Seismic design; Soft soils; Soil dynamics

Indexed keywords

DYNAMIC RESPONSE; MATHEMATICAL MODELS; SOIL MECHANICS; STRUCTURAL DESIGN; TECTONICS;

EID: 33751120942     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:12(1611)     Document Type: Article
Times cited : (36)

References (34)
  • 1
    • 0003259064 scopus 로고    scopus 로고
    • "Consideration of near-fault ground motion effects in seismic design"
    • (12WCEE), Int. Association for Earthquake Engineering (IAEE), Auckland, New Zealand
    • Alavi, B., and Krawinkler, H. (2000). "Consideration of near-fault ground motion effects in seismic design." Proc., 12th World Conf. on Earthquake Engrg. (12WCEE), Int. Association for Earthquake Engineering (IAEE), Auckland, New Zealand.
    • (2000) Proc., 12th World Conf. on Earthquake Engrg
    • Alavi, B.1    Krawinkler, H.2
  • 2
    • 0023401722 scopus 로고
    • "Uncertainties in establishing design earthquakes"
    • JSENDH0733-9445
    • Anderson, J. C., and Bertero, V. V. (1987). "Uncertainties in establishing design earthquakes." J. Struct. Eng. JSENDH0733-9445, 113(8), 1709-1724.
    • (1987) Struct. Eng. , vol.113 , pp. 1709-1724
    • Anderson, J.C.1    Bertero, V.V.2
  • 3
    • 0033103248 scopus 로고    scopus 로고
    • "Nonlinear ground response at Lotung LSST site"
    • JGGEFK1090-024110.1061/(ASCE)1090-0241(1999)125:3(187)
    • Borja, R. I., Chao, H. Y., Montáns, F. J., and Lin, C. H. (1999). "Nonlinear ground response at Lotung LSST site." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/(ASCE)1090-0241(1999)125:3(187), 125(3), 187-197.
    • (1999) Geotech. Geoenviron. Eng. , vol.125 , Issue.3 , pp. 187-197
    • Borja, R.I.1    Chao, H.Y.2    Montáns, F.J.3    Lin, C.H.4
  • 4
    • 0033997064 scopus 로고    scopus 로고
    • "Modeling nonlinear ground response of nonliquefiable soils"
    • IJEEBG0098-884710.1002/ (SICI)1096-9845(200001)29:1<63::AID-EQE901>3.3.CO;2-P
    • Borja, R. I., Chao, H. Y., Sama, K. M., and Masada, G. M. (2000). "Modeling nonlinear ground response of nonliquefiable soils." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/ (SICI)1096-9845(200001)29:1<63::AID-EQE901>3.3.CO;2-P, 29, 63-83.
    • (2000) Earthquake Eng. Struct. Dyn. , vol.29 , pp. 63-83
    • Borja, R.I.1    Chao, H.Y.2    Sama, K.M.3    Masada, G.M.4
  • 5
    • 0028669234 scopus 로고
    • "Multiaxial cyclic plasticity model for clays"
    • JGENDZ0733-9410
    • Borja, R. I., and Amies, A. P. (1994). "Multiaxial cyclic plasticity model for clays." J. Geotech. Engrg. JGENDZ0733-9410, 120(6), 1051-1070.
    • (1994) J. Geotech. Engrg. , vol.120 , Issue.6 , pp. 1051-1070
    • Borja, R.I.1    Amies, A.P.2
  • 6
    • 8644235077 scopus 로고    scopus 로고
    • "Characterization of forward directivity ground motions in the near-fault region"
    • SDEEEJ0267-7261
    • Bray, J. D., and Rodriguez-Marek, A. (2004). "Characterization of forward directivity ground motions in the near-fault region." Soil Dyn. Earthquake Eng. SDEEEJ0267-7261, 24, 815-828.
    • (2004) Soil Dyn. Earthquake Eng. , vol.24 , pp. 815-828
    • Bray, J.D.1    Rodriguez-Marek, A.2
  • 7
    • 0035576388 scopus 로고    scopus 로고
    • "Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions"
    • IJEEBG0098-884710.1002/eqe.92
    • Chopra, A. K., and Chintanapakdee, C. (2001). "Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/eqe.92, 30, 1769-1789.
    • (2001) Earthquake Eng. Struct. Dyn. , vol.30 , pp. 1769-1789
    • Chopra, A.K.1    Chintanapakdee, C.2
  • 8
    • 0017478207 scopus 로고
    • "Cyclic loading for materials with a vanishing elastic region"
    • NEDEAU0029-549310.1016/0029-5493(77)90117-0
    • Dafalias, Y. F., and Popov, E. P. (1977). "Cyclic loading for materials with a vanishing elastic region." Nucl. Eng. Des. NEDEAU0029-549310.1016/0029-5493(77)90117-0, 41(2), 293-302.
    • (1977) Nucl. Eng. Des. , vol.41 , Issue.2 , pp. 293-302
    • Dafalias, Y.F.1    Popov, E.P.2
  • 9
    • 8644232607 scopus 로고
    • "Guidelines for determining design basis ground motions"
    • Electric Power Research Institute (EPRI). Electric Power Research Institute, Palo Alto, Calif
    • Electric Power Research Institute (EPRI). (1993). "Guidelines for determining design basis ground motions." EPRI TR-012293s, Electric Power Research Institute, Palo Alto, Calif.
    • (1993) EPRI TR-012293s
  • 10
    • 0004702886 scopus 로고
    • "GeoFEAP: Geotechnical finite element analysis program"
    • Dept. of Civil Engineering, Univ. California, Berkeley, Calif
    • Espinoza, R. D., Bray, J. D., Soga, K., and Taylor, R. L. (1995). "GeoFEAP: Geotechnical finite element analysis program." Rep. No. UCB/GT/95-05, Dept. of Civil Engineering, Univ. California, Berkeley, Calif.
    • (1995) Rep. No. UCB/GT/95-05
    • Espinoza, R.D.1    Bray, J.D.2    Soga, K.3    Taylor, R.L.4
  • 11
    • 0000132610 scopus 로고
    • "Near-source ground motion and its effects on flexible buildings"
    • EASPEF8755-293010.1193/1.1585828
    • Hall, J. F., Heaton, T. H., Halling, M. W., and Wald, D. J. (1995). "Near-source ground motion and its effects on flexible buildings." Earthquake Spectra EASPEF8755-293010.1193/1.1585828, 11, 569-606.
    • (1995) Earthquake Spectra , vol.11 , pp. 569-606
    • Hall, J.F.1    Heaton, T.H.2    Halling, M.W.3    Wald, D.J.4
  • 12
    • 0015360542 scopus 로고
    • "Shear modulus and damping in soils: Measurements and parameter effects"
    • JSFEAQ0044-7994
    • Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils: Measurements and parameter effects." J. Soil Mech. and Found. Div. JSFEAQ0044-7994, 98(6), 603-624.
    • (1972) J. Soil Mech. and Found. Div. , vol.98 , Issue.6 , pp. 603-624
    • Hardin, B.O.1    Drnevich, V.P.2
  • 13
    • 84985759019 scopus 로고
    • "Improved numerical dissipation for time integration algorithms in structural dynamics"
    • IJEEBG0098-8847
    • Hilber, H. M., Hughes, T. J. R., and Taylor, R. L. (1977). "Improved numerical dissipation for time integration algorithms in structural dynamics." Earthquake Eng. Struct. Dyn. IJEEBG0098-8847, 5(3), 283-292.
    • (1977) Earthquake Eng. Struct. Dyn. , vol.5 , Issue.3 , pp. 283-292
    • Hilber, H.M.1    Hughes, T.J.R.2    Taylor, R.L.3
  • 14
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council (ICC). Country Club Hills, Ill
    • International Code Council (ICC). (2003). International building code, Country Club Hills, Ill.
    • (2003) International Building Code
  • 16
    • 0017946766 scopus 로고
    • "Shear moduli of sands under cyclic torsional shear loading"
    • SOIFBE0038-0806
    • Iwasaki, T., Tatsuoka, F., and Takagi, Y. (1978). "Shear moduli of sands under cyclic torsional shear loading." Soils Found. SOIFBE0038-0806, 18(1), 39-56.
    • (1978) Soils Found. , vol.18 , Issue.1 , pp. 39-56
    • Iwasaki, T.1    Tatsuoka, F.2    Takagi, Y.3
  • 17
    • 0025573982 scopus 로고
    • "A strong motion database for the Chiba seismometer array and its engineering analysis"
    • IJEEBG0098-8847
    • Katayama, T., Yamazaki, F., Nagata, S., Lu, L., and Turker, T. (1990). "A strong motion database for the Chiba seismometer array and its engineering analysis." Earthquake Eng. Struct. Dyn. IJEEBG0098-8847, 19(8), 1089-1106.
    • (1990) Earthquake Eng. Struct. Dyn. , vol.19 , Issue.8 , pp. 1089-1106
    • Katayama, T.1    Yamazaki, F.2    Nagata, S.3    Lu, L.4    Turker, T.5
  • 18
    • 0003236176 scopus 로고    scopus 로고
    • "Development of improved design procedures for near-fault ground motions"
    • California Strong Motion Instrumentation Program, Oakland, Calif
    • Krawinkler, H., and Alavi, B. (1998). "Development of improved design procedures for near-fault ground motions." SMIP 98, Seminar on Utilization of Strong Motion Data, California Strong Motion Instrumentation Program, Oakland, Calif.
    • (1998) SMIP 98, Seminar on Utilization of Strong Motion Data
    • Krawinkler, H.1    Alavi, B.2
  • 19
    • 0023347433 scopus 로고
    • "Rate effects and cyclic loading of sensitive clays"
    • JGENDZ0733-9410
    • Lefebvre, G., and LeBoeuf, D. (1987). "Rate effects and cyclic loading of sensitive clays." J. Geotech. Engrg. JGENDZ0733-9410, 113(5), 476-489.
    • (1987) J. Geotech. Engrg. , vol.113 , Issue.5 , pp. 476-489
    • Lefebvre, G.1    LeBoeuf, D.2
  • 20
    • 0001437945 scopus 로고
    • "Finite dynamic model for infinite media"
    • JMCEA30044-7951
    • Lysmer, J. M., and Kuhlmeyer, A. M. (1969). "Finite dynamic model for infinite media." J. Engrg. Mech. Div. JMCEA30044-7951, 95(EM4) 859-877.
    • (1969) Engrg. Mech. Div. , vol.95 , Issue.4 EM , pp. 859-877
    • Lysmer, J.M.1    Kuhlmeyer, A.M.2
  • 21
    • 4444334027 scopus 로고    scopus 로고
    • "Evaluation of peak ground velocity as a 'good' intensity measure for near-source ground motions"
    • JENMDT0733-939910.1061/(ASCE)0733-9399(2004)130:9(1032)
    • Makris, N., and Black, C. J. (2004). "Evaluation of peak ground velocity as a 'good' intensity measure for near-source ground motions." J. Eng. Mech. JENMDT0733-939910.1061/ (ASCE)0733-9399(2004)130:9(1032), 130(9), 1032-1044.
    • (2004) Eng. Mech. , vol.130 , Issue.9 , pp. 1032-1044
    • Makris, N.1    Black, C.J.2
  • 22
    • 0033230642 scopus 로고    scopus 로고
    • "Response of buildings to near-field pulselike ground motions"
    • IJEEBG0098-884710.1002/ (SICI)1096-9845(199911)28:11<1309::AID-EQE868>3.0.CO;2-U
    • Malhotra, P. (1999). "Response of buildings to near-field pulselike ground motions." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/ (SICI)1096-9845(199911)28:11<1309::AID-EQE868>3.0.CO;2-U, 28, 1309-1326.
    • (1999) Earthquake Eng. Struct. Dyn. , vol.28 , pp. 1309-1326
    • Malhotra, P.1
  • 23
    • 0042740410 scopus 로고    scopus 로고
    • "A mathematical representation of near-fault ground motions"
    • BSSAAP0037-1106
    • Mavroeidis, G. P., and Papageorgiou, A. S. (2003). "A mathematical representation of near-fault ground motions." Bull. Seismol. Soc. Am. BSSAAP0037-1106, 93(3), 1999-1131.
    • (2003) Bull. Seismol. Soc. Am. , vol.93 , Issue.3 , pp. 1131-1999
    • Mavroeidis, G.P.1    Papageorgiou, A.S.2
  • 24
    • 0035533337 scopus 로고    scopus 로고
    • "Yielding oscillator under triangular ground acceleration pulse"
    • ZZZZZZ1363-2469
    • Mylonakis, G., and Reinhorn, A. M. (2001). "Yielding oscillator under triangular ground acceleration pulse." J. Earthquake Eng. ZZZZZZ1363-2469, 5, 225-251.
    • (2001) J. Earthquake Eng. , vol.5 , pp. 225-251
    • Mylonakis, G.1    Reinhorn, A.M.2
  • 25
    • 0012080665 scopus 로고    scopus 로고
    • "Near-fault seismic site response"
    • Ph.D. dissertation, Univ. of California, Berkeley, Calif
    • Rodriguez-Marek, A. (2000). "Near-fault seismic site response." Ph.D. dissertation, Univ. of California, Berkeley, Calif.
    • (2000)
    • Rodriguez-Marek, A.1
  • 26
    • 0038176217 scopus 로고    scopus 로고
    • "Importance of severe pulse-type ground motions in performance-based engineering: Historical and critical review"
    • Proc., 12th World Conf. on Earthquake Engineering (12WCEE), Int. Association for Earthquake Engineering (IAEE), Auckland, New Zealand
    • Sasani, M., and Bertero, V. V. (2000). "Importance of severe pulse-type ground motions in performance-based engineering: Historical and critical review," Proc., 12th World Conf. on Earthquake Engineering (12WCEE), Int. Association for Earthquake Engineering (IAEE), Auckland, New Zealand.
    • (2000)
    • Sasani, M.1    Bertero, V.V.2
  • 27
    • 0003466716 scopus 로고
    • "SHAKE: A computer program for earthquake response analysis of horizontally layered sites"
    • Rep. No. EERC-72/12, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif
    • Schnabel, P. B., Lysmer, J., and Seed, H. B. (1972). "SHAKE: A computer program for earthquake response analysis of horizontally layered sites." Rep. No. EERC-72/12, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
    • (1972)
    • Schnabel, P.B.1    Lysmer, J.2    Seed, H.B.3
  • 28
    • 10644294801 scopus 로고    scopus 로고
    • "Site-dependent seismic response including recent strong motion data"
    • P. S. Sêco e Pinto, ed., Proc., Special Session on Earthquake Geotechnical Engineering, XIV ICSMFE, Balkema, The Netherlands
    • Seed, R. B., Chang, S. W., Dickenson, S. E., and Bray, J. D. (1997). "Site-dependent seismic response including recent strong motion data." Seismic behaviour of ground and geotechnical structures, P. S. Sêco e Pinto, ed., Proc., Special Session on Earthquake Geotechnical Engineering, XIV ICSMFE, Balkema, The Netherlands, 125-134.
    • (1997) Seismic Behaviour of Ground and Geotechnical Structures , pp. 125-134
    • Seed, R.B.1    Chang, S.W.2    Dickenson, S.E.3    Bray, J.D.4
  • 29
    • 0022678185 scopus 로고
    • "A return mapping algorithm for plane stress elastoplasticity"
    • IJNMBH0029-598110.1002/nme.1620220310
    • Simo, J. C., and Taylor, R. L. (1986). "A return mapping algorithm for plane stress elastoplasticity." Int. J. Numer. Methods Eng. IJNMBH0029-598110.1002/nme.1620220310, 22(3), 649-670.
    • (1986) Int. Numer. Methods Eng. , vol.22 , Issue.3 , pp. 649-670
    • Simo, J.C.1    Taylor, R.L.2
  • 30
    • 0041806895 scopus 로고    scopus 로고
    • "Development of an improved ground motion representation for near-fault ground motions"
    • SMIP 98, Seminar on Utilization of Strong Motion Data, California Strong Motion Instrumentation Program, Oakland, Calif
    • Somerville, P. G. (1998). "Development of an improved ground motion representation for near-fault ground motions." SMIP 98, Seminar on Utilization of Strong Motion Data, California Strong Motion Instrumentation Program, Oakland, Calif.
    • (1998)
    • Somerville, P.G.1
  • 31
    • 0030923422 scopus 로고    scopus 로고
    • "Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity"
    • SRLEEG0895-0695
    • Somerville, P. G., Smith, N. F., Graves, R. W., and Abrahamson, N. A. (1997). "Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity." Seismol. Res. Lett. SRLEEG0895-0695, 68(1), 199-222.
    • (1997) Seismol. Res. Lett. , vol.68 , Issue.1 , pp. 199-222
    • Somerville, P.G.1    Smith, N.F.2    Graves, R.W.3    Abrahamson, N.A.4
  • 32
    • 0026049998 scopus 로고
    • "Effect of soil plasticity on cyclic response"
    • JGENDZ0733-9410
    • Vucetic, M., and Dobry, R. (1991). "Effect of soil plasticity on cyclic response." J. Geotech. Engrg. JGENDZ0733-9410, 117(1), 89-107.
    • (1991) J. Geotech. Engrg. , vol.117 , Issue.1 , pp. 89-107
    • Vucetic, M.1    Dobry, R.2
  • 33
    • 33751098369 scopus 로고    scopus 로고
    • "Evaluation of static and dynamic properties of municipal solid waste"
    • Ph.D. dissertation, Univ. of California, Berkeley, Calif
    • Zeccos, D. P. (2005). "Evaluation of static and dynamic properties of municipal solid waste." Ph.D. dissertation, Univ. of California, Berkeley, Calif.
    • (2005)
    • Zeccos, D.P.1
  • 34
    • 0036160344 scopus 로고    scopus 로고
    • "Active interaction control of tall buildings subjected to near-field ground motions"
    • JSENDH0733-944510.1061/(ASCE)0733-9445(2002)128:1(69)
    • Zhang, Y., and Iwan, W. D. (2002). "Active interaction control of tall buildings subjected to near-field ground motions." J. Struct. Eng. JSENDH0733-944510.1061/(ASCE)0733-9445(2002)128:1(69), 128(1), 69-79.
    • (2002) J. Struct. Eng. , vol.128 , Issue.1 , pp. 69-79
    • Zhang, Y.1    Iwan, W.D.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.