메뉴 건너뛰기




Volumn 132, Issue 9, 2006, Pages 990-1000

Probabilistic critical excitation method for earthquake energy input rate

Author keywords

Dynamic response; Earthquakes; Excitation; Frequency analysis; Ground motion; Probabilistic methodss; Vibration

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE EFFECTS; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; PROBABILITY; RANDOM PROCESSES; STRUCTURAL DESIGN; VIBRATIONS (MECHANICAL);

EID: 33747268641     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2006)132:9(990)     Document Type: Article
Times cited : (28)

References (40)
  • 1
    • 0036532076 scopus 로고    scopus 로고
    • "Investigating into critical earthquake load models within deterministic and probabilistic frameworks"
    • IJEEBG0098-884710.1002/eqe.124.abs
    • Abbas, A. M., and Manohar, C. S. (2002). "Investigating into critical earthquake load models within deterministic and probabilistic frameworks." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/ eqe.124.abs, 31(4), 813-832.
    • (2002) Earthquake Eng. Struct. Dyn. , vol.31 , Issue.4 , pp. 813-832
    • Abbas, A.M.1    Manohar, C.S.2
  • 2
    • 24344452964 scopus 로고    scopus 로고
    • "Reliability-based critical earthquake load models. Part I: Linear structures"
    • JSVIAG0022-460X
    • Abbas, A. M., and Manohar, C. S. (2005a). "Reliability-based critical earthquake load models. Part I: Linear structures." J. Sound Vib. JSVIAG0022-460X, 287, 865-882.
    • (2005) J. Sound Vib. , vol.287 , pp. 865-882
    • Abbas, A.M.1    Manohar, C.S.2
  • 3
    • 24344499094 scopus 로고    scopus 로고
    • "Reliability-based critical earthquake load models. Part II: Nonlinear structures"
    • JSVIAG0022-460X
    • Abbas, A. M., and Manohar, C. S. (2005b). "Reliability-based critical earthquake load models. Part II: Nonlinear structures." J. Sound Vib. JSVIAG0022-460X, 287, 883-900.
    • (2005) J. Sound Vib. , vol.287 , pp. 883-900
    • Abbas, A.M.1    Manohar, C.S.2
  • 5
    • 1642488330 scopus 로고    scopus 로고
    • "Energy balance assessment of base-isolated structures"
    • JENMDT0733-939910.1061/(ASCE)0733-9399(2004)130:3(347)
    • Austin, M. A., and Lin, W.-J. (2004). "Energy balance assessment of base-isolated structures." J. Eng. Mech. JENMDT0733-939910.1061/ (ASCE)0733-9399(2004)130:3(347), 130(3), 347-358.
    • (2004) J. Eng. Mech. , vol.130 , Issue.3 , pp. 347-358
    • Austin, M.A.1    Lin, W.-J.2
  • 6
    • 4544316838 scopus 로고    scopus 로고
    • "Damage spectra: Characteristics and applications to seismic risk reduction"
    • JSENDH0733-944510.1061/(ASCE)0733-9445(2003)129:10(1330)
    • Bozorgnia, Y., and Bertero, V. V. (2003). "Damage spectra: Characteristics and applications to seismic risk reduction." J. Struct. Eng. JSENDH0733-944510.1061/(ASCE)0733-9445(2003)129:10(1330), 129(10), 1330-1340.
    • (2003) J. Struct. Eng. , vol.129 , Issue.10 , pp. 1330-1340
    • Bozorgnia, Y.1    Bertero, V.V.2
  • 7
    • 0030885767 scopus 로고    scopus 로고
    • "Fully nonstationary analytical earthquake ground-motion model"
    • JENMDT0733-939910.1061/(ASCE)0733-9399(1997)123:1(15)
    • Conte, J. P., and Peng, B. F. (1997). "Fully nonstationary analytical earthquake ground-motion model." J. Eng. Mech. JENMDT0733-939910.1061/(ASCE)0733-9399(1997)123:1(15), 123(1), 15-24.
    • (1997) J. Eng. Mech. , vol.123 , Issue.1 , pp. 15-24
    • Conte, J.P.1    Peng, B.F.2
  • 8
    • 0003452768 scopus 로고
    • MIT Press, Cambridge, Mass
    • Crandall, S. H. (1958). Random vibration, Vol. I, MIT Press, Cambridge, Mass.
    • (1958) Random Vibration , vol.1
    • Crandall, S.H.1
  • 9
    • 0003452768 scopus 로고
    • MIT Press, Cambridge, Mass
    • Crandall, S. H. (1963). Random vibration, Vol. II, MIT Press, Cambridge, Mass.
    • (1963) Random Vibration , vol.2
    • Crandall, S.H.1
  • 10
    • 0019165772 scopus 로고
    • "Structural response to stationary excitation"
    • JMCEA30044-7951
    • Der Kiureghian, A. (1980). "Structural response to stationary excitation." J. Eng. Mech. Div., Am. Soc. Civ. Eng. JMCEA30044-7951, 106(6), 1195-1213.
    • (1980) J. Eng. Mech. Div., Am. Soc. Civ. Eng. , vol.106 , Issue.6 , pp. 1195-1213
    • Der Kiureghian, A.1
  • 11
    • 0000355667 scopus 로고
    • "Model-free design of aseismic structures"
    • JMCEA30044-7951
    • Drenick, R. F. (1970). "Model-free design of aseismic structures." J. Eng. Mech. Div., Am. Soc. Civ. Eng. JMCEA30044-7951, 96(4), 483-493.
    • (1970) J. Eng. Mech. Div., Am. Soc. Civ. Eng. , vol.96 , Issue.4 , pp. 483-493
    • Drenick, R.F.1
  • 12
    • 0031246186 scopus 로고    scopus 로고
    • "A unified approach to two types of evolutionary random response problems in engineering"
    • AAMEEA0939-153310.1007/s004190050134
    • Fang, T., and Sun, M. (1997). "A unified approach to two types of evolutionary random response problems in engineering." Arch. Appl. Mech. AAMEEA0939-153310.1007/s004190050134, 67, 496-506.
    • (1997) Arch. Appl. Mech. , vol.67 , pp. 496-506
    • Fang, T.1    Sun, M.2
  • 13
    • 0000132610 scopus 로고
    • "Near-source ground motion and its effects on flexible building"
    • 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 building." Earthquake Spectra EASPEF8755-293010.1193/1.1585828, 11(4), 569-605.
    • (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
  • 14
    • 0000052922 scopus 로고
    • "Behavior of structures during earthquakes"
    • JMCEA30044-7951
    • Housner, G. W. (1959). "Behavior of structures during earthquakes." J. Eng. Mech. Div., Am. Soc. Civ. Eng. JMCEA30044-7951, 85(4), 109-129.
    • (1959) J. Eng. Mech. Div., Am. Soc. Civ. Eng. , vol.85 , Issue.4 , pp. 109-129
    • Housner, G.W.1
  • 15
    • 0003211596 scopus 로고
    • "The capacity of extreme earthquake motions to damage structures"
    • W. J. Hall, ed., Prentice-Hall, Englewood Cliffs, N.J
    • Housner, G. W., and Jennings, P. C. (1975). "The capacity of extreme earthquake motions to damage structures." Structural and geotechnical mechanics, W. J. Hall, ed., Prentice-Hall, Englewood Cliffs, N.J., 102-116.
    • (1975) Structural and Geotechnical Mechanics , pp. 102-116
    • Housner, G.W.1    Jennings, P.C.2
  • 16
    • 0033103669 scopus 로고    scopus 로고
    • "Application of wavelets to analysis and simulation of earthquake motions"
    • IJEEBG0098-884710.1002/(SICI)1096-9845 199903)28, 255-272
    • Iyama, J., and Kuwamura, H. (1999). "Application of wavelets to analysis and simulation of earthquake motions." Earthquake Eng. Struct. Dyn.IJEEBG0098-884710.1002/(SICI)1096-9845(199903) 28 255-272
    • (1999) Earthquake Eng. Struct. Dyn.
    • Iyama, J.1    Kuwamura, H.2
  • 17
    • 0023330331 scopus 로고
    • "Nonstationary random critical seismic excitations"
    • JENMDT0733-9399
    • Iyengar, R. N., and Manohar, C. S. (1987). "Nonstationary random critical seismic excitations." J. Eng. Mech. JENMDT0733-9399, 113(4), 529-541.
    • (1987) J. Eng. Mech. , vol.113 , Issue.4 , pp. 529-541
    • Iyengar, R.N.1    Manohar, C.S.2
  • 18
    • 0041147664 scopus 로고    scopus 로고
    • "Energy input rate in earthquake destructiveness: Comparison between epicentral and oceanic earthquakes"
    • (in Japanese)
    • Kuwamura, H., Takeda, T., and Sato, Y. (1997). "Energy input rate in earthquake destructiveness: Comparison between epicentral and oceanic earthquakes." J. Struct. Constr. Eng. 1340-4202, 491, 29-36 (in Japanese).
    • (1997) J. Struct. Constr. Eng. , vol.491 , pp. 29-36
    • Kuwamura, H.1    Takeda, T.2    Sato, Y.3
  • 21
    • 0029415957 scopus 로고
    • "Critical earthquake input power spectral density function models for engineering structures"
    • IJEEBG0098-8847
    • Manohar, C. S., and Sarkar, A. (1995). "Critical earthquake input power spectral density function models for engineering structures." Earthquake Eng. Struct. Dyn. IJEEBG0098-8847, 24, 1549-1566.
    • (1995) Earthquake Eng. Struct. Dyn. , vol.24 , pp. 1549-1566
    • Manohar, C.S.1    Sarkar, A.2
  • 23
    • 28444463904 scopus 로고
    • "Energy input rate spectra of earthquake ground motions"
    • 1340-4202 (in Japanese)
    • Ohi, K., Takanashi, K., and Honma, Y. (1991). "Energy input rate spectra of earthquake ground motions." J. Struct. Constr. Eng. 1340-4202, 420, 1-7 (in Japanese).
    • (1991) J. Struct. Constr. Eng. , vol.420 , pp. 1-7
    • Ohi, K.1    Takanashi, K.2    Honma, Y.3
  • 24
    • 0242668840 scopus 로고    scopus 로고
    • "Exact computation of input-energy spectra from Fourier amplitude spectra"
    • IJEEBG0098-884710.1002/eqe.240
    • Ordaz, M., Huerta, B., and Reinoso, E. (2003). "Exact computation of input-energy spectra from Fourier amplitude spectra." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/eqe.240, 32, 597-605.
    • (2003) Earthquake Eng. Struct. Dyn. , vol.32 , pp. 597-605
    • Ordaz, M.1    Huerta, B.2    Reinoso, E.3
  • 25
    • 3342987035 scopus 로고
    • "Instantaneous power spectra"
    • JAPIAU0021-897910.1063/1.1701949
    • Page, C. H. (1952). "Instantaneous power spectra." J. Appl. Phys. JAPIAU0021-897910.1063/1.1701949, 23(1), 103-106.
    • (1952) J. Appl. Phys. , vol.23 , Issue.1 , pp. 103-106
    • Page, C.H.1
  • 26
    • 0000884950 scopus 로고
    • "Maximum structural response to seismic excitations"
    • JMCEA30044-7951
    • Shinozuka, M. (1970). "Maximum structural response to seismic excitations." J. Eng. Mech. Div., Am. Soc. Civ. Eng. JMCEA30044-7951, 96(5), 729-738.
    • (1970) J. Eng. Mech. Div., Am. Soc. Civ. Eng. , vol.96 , Issue.5 , pp. 729-738
    • Shinozuka, M.1
  • 27
    • 0034298411 scopus 로고    scopus 로고
    • "Optimal damper placement for critical excitation"
    • PEMEEX0266-892010.1016/S0266-8920(99)00033-8
    • Takewaki, I. (2000). "Optimal damper placement for critical excitation." Probab. Eng. Mech. PEMEEX0266-892010.1016/ S0266-8920(99)00033-8, 15(4), 317-325.
    • (2000) Probab. Eng. Mech. , vol.15 , Issue.4 , pp. 317-325
    • Takewaki, I.1
  • 28
    • 0035313189 scopus 로고    scopus 로고
    • "A new method for nonstationary random critical excitation"
    • IJEEBG0098-884710.1002/eqe.21
    • Takewaki, I. (2001a). "A new method for nonstationary random critical excitation." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/eqe.21, 30(4), 519-535.
    • (2001) Earthquake Eng. Struct. Dyn. , vol.30 , Issue.4 , pp. 519-535
    • Takewaki, I.1
  • 29
    • 0035370110 scopus 로고    scopus 로고
    • "Nonstationary random critical excitation for acceleration response"
    • JENMDT0733-939910.1061/(ASCE)0733-9399(2001)127:6(544)
    • Takewaki, I. (2001b). "Nonstationary random critical excitation for acceleration response." J. Eng. Mech. JENMDT0733-939910.1061/ (ASCE)0733-9399(2001)127:6(544), 127(6), 544-556.
    • (2001) J. Eng. Mech. , vol.127 , Issue.6 , pp. 544-556
    • Takewaki, I.1
  • 30
    • 0035957604 scopus 로고    scopus 로고
    • "Nonstationary random critical excitation for nonproportionally damped structural systems"
    • CMMECC0045-782510.1016/S0045-7825(00)00354-6
    • Takewaki, I. (2001c). "Nonstationary random critical excitation for nonproportionally damped structural systems." Comput. Methods Appl. Mech. Eng. CMMECC0045-782510.1016/S0045-7825(00)00354-6, 190(31), 3927-3943.
    • (2001) Comput. Methods Appl. Mech. Eng. , vol.190 , Issue.31 , pp. 3927-3943
    • Takewaki, I.1
  • 31
    • 0035450026 scopus 로고    scopus 로고
    • "Probabilistic critical excitation for MDOF elastic-plastic structures on compliant ground"
    • IJEEBG0098-884710.1002/eqe.66
    • Takewaki, I. (2001d). "Probabilistic critical excitation for MDOF elastic-plastic structures on compliant ground." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/eqe.66, 30(9), 1345-1360.
    • (2001) Earthquake Eng. Struct. Dyn. , vol.30 , Issue.9 , pp. 1345-1360
    • Takewaki, I.1
  • 32
    • 0035545760 scopus 로고    scopus 로고
    • "Resonance and criticality measure of ground motions via probabilistic critical excitation method"
    • SDEEEJ0267-726110.1016/S0267-7261(01)00046-X
    • Takewaki, I. (2001e). "Resonance and criticality measure of ground motions via probabilistic critical excitation method." Soil Dyn. Earthquake Eng. SDEEEJ0267-726110.1016/S0267-7261(01)00046-X, 21(8), 645-659.
    • (2001) Soil Dyn. Earthquake Eng. , vol.21 , Issue.8 , pp. 645-659
    • Takewaki, I.1
  • 33
    • 0036131517 scopus 로고    scopus 로고
    • "Critical excitation for elastic-plastic structures via statistical equivalent linearization"
    • PEMEEX0266-892010.1016/S0266-8920(01)00030-3
    • Takewaki, I. (2002a). "Critical excitation for elastic-plastic structures via statistical equivalent linearization." Probab. Eng. Mech. PEMEEX0266-892010.1016/S0266-8920(01)00030-3, 17(1), 73-84.
    • (2002) Probab. Eng. Mech. , vol.17 , Issue.1 , pp. 73-84
    • Takewaki, I.1
  • 34
    • 2342423185 scopus 로고    scopus 로고
    • "Seismic critical excitation method for robust design: A review"
    • JSENDH0733-944510.1061/(ASCE)0733-9445(2002)128:5(665)
    • Takewaki, I. (2002b). "Seismic critical excitation method for robust design: A review." J. Struct. Eng. JSENDH0733-944510.1061/ (ASCE)0733-9445(2002)128:5(665), 128(5), 665-672.
    • (2002) J. Struct. Eng. , vol.128 , Issue.5 , pp. 665-672
    • Takewaki, I.1
  • 35
    • 8344273108 scopus 로고    scopus 로고
    • "Bound of earthquake input energy"
    • JSENDH0733-944510.1061/(ASCE)0733-9445(2004)130:9(1289)
    • Takewaki, I. (2004a). "Bound of earthquake input energy." J. Struct. Eng. JSENDH0733-944510.1061/(ASCE)0733-9445(2004)130:9(1289), 130(9), 1289-1297.
    • (2004) J. Struct. Eng. , vol.130 , Issue.9 , pp. 1289-1297
    • Takewaki, I.1
  • 36
    • 3142599475 scopus 로고    scopus 로고
    • "Critical envelope functions for non-stationary random earthquake input"
    • CMSTCJ0045-7949
    • Takewaki, I. (2004b). "Critical envelope functions for non-stationary random earthquake input." Comput. Struct. CMSTCJ0045-7949, 82(20-21), 1671-1683.
    • (2004) Comput. Struct. , vol.82 , Issue.20-21 , pp. 1671-1683
    • Takewaki, I.1
  • 37
    • 2342441295 scopus 로고    scopus 로고
    • "Frequency domain modal analysis of earthquake input energy to highly damped passive control structures"
    • IJEEBG0098-8847
    • Takewaki, I. (2004c). "Frequency domain modal analysis of earthquake input energy to highly damped passive control structures." Earthquake Eng. Struct. Dyn. IJEEBG0098-8847, 33(5), 575-590.
    • (2004) Earthquake Eng. Struct. Dyn. , vol.33 , Issue.5 , pp. 575-590
    • Takewaki, I.1
  • 38
    • 8344231820 scopus 로고    scopus 로고
    • "On energy flow in earthquake response"
    • Rep. No. CE 01-03, Univ. of Southern California, Los Angeles
    • Trifunac, M. D., Hao, T. Y., and Todorovska, M. I. (2001). "On energy flow in earthquake response." Rep. No. CE 01-03, Univ. of Southern California, Los Angeles.
    • (2001)
    • Trifunac, M.D.1    Hao, T.Y.2    Todorovska, M.I.3
  • 39
    • 0025227705 scopus 로고
    • "Evaluation of seismic energy in structures"
    • IJEEBG0098-8847
    • Uang, C. M., and Bertero, V. V. (1990). "Evaluation of seismic energy in structures." Earthquake Eng. Struct. Dyn.IJEEBG0098-8847, 19, 77-90.
    • (1990) Earthquake Eng. Struct. Dyn. , vol.19 , pp. 77-90
    • Uang, C.M.1    Bertero, V.V.2
  • 40
    • 84930119645 scopus 로고
    • "Structural response to earthquakes"
    • C. Lomnitz and E. Rosenblueth, eds., Elsevier, Amsterdam, The Netherlands
    • Vanmarcke, E. H. (1977). "Structural response to earthquakes." Seismic risk and engineering decisions, C. Lomnitz and E. Rosenblueth, eds., Elsevier, Amsterdam, The Netherlands, 287-337.
    • (1977) Seismic Risk and Engineering Decisions , pp. 287-337
    • Vanmarcke, E.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.