메뉴 건너뛰기




Volumn 13, Issue 8, 1997, Pages 605-616

Structural responses to non-uniformly modulated evolutionary random seismic excitations

Author keywords

Earthquake; Evolutionary; Random; Response; Seismic; Structures

Indexed keywords

ALGORITHMS; EARTHQUAKES; ESTIMATION; RANDOM PROCESSES; SEISMIC WAVES; SHEAR STRESS; SPECTRUM ANALYSIS;

EID: 0031208577     PISSN: 10698299     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-0887(199708)13:8<605::AID-CNM75>3.0.CO;2-I     Document Type: Article
Times cited : (31)

References (18)
  • 1
    • 0001550082 scopus 로고
    • Evolutionary spectra and nonstationary process
    • M. B. Priestley, 'Evolutionary spectra and nonstationary process', J. R. Stat. Soc. B, 27, 204-237 (1965).
    • (1965) J. R. Stat. Soc. B , vol.27 , pp. 204-237
    • Priestley, M.B.1
  • 2
    • 0023044514 scopus 로고
    • Response statistics of discretized structures to non-stationary random excitation
    • C. W. S. To, 'Response statistics of discretized structures to non-stationary random excitation', J. Sound Vib., 105, 217-231 (1986).
    • (1986) J. Sound Vib. , vol.105 , pp. 217-231
    • To, C.W.S.1
  • 3
    • 0019143857 scopus 로고
    • Dynamic response to nonstationary nonwhite excitation
    • D. A. Gasparini and A. D. Chaudhury, 'Dynamic response to nonstationary nonwhite excitation', J. Eng. Mech. Div. ASCE, 106, 1233-1248 (1980).
    • (1980) J. Eng. Mech. Div. ASCE , vol.106 , pp. 1233-1248
    • Gasparini, D.A.1    Chaudhury, A.D.2
  • 6
    • 84921070387 scopus 로고
    • Transient response of a dynamic system under random excitation
    • T. K. Caughey and H. J. Stumpf, 'Transient response of a dynamic system under random excitation', Trans. ASME, JAM, 28, 563-566 (1961).
    • (1961) Trans. ASME, JAM , vol.28 , pp. 563-566
    • Caughey, T.K.1    Stumpf, H.J.2
  • 7
    • 0022751605 scopus 로고
    • Comparison of calculation methods for the response of a linear oscillator to nonstationary broad-band excitation
    • R. S. Langley, 'Comparison of calculation methods for the response of a linear oscillator to nonstationary broad-band excitation', Eng. Struct., 8, 148-157 (1986).
    • (1986) Eng. Struct. , vol.8 , pp. 148-157
    • Langley, R.S.1
  • 8
    • 0024772233 scopus 로고
    • An evolutionary model for earthquake ground motion
    • A. D. Kiureghian, 'An evolutionary model for earthquake ground motion', Struct. Safety, 6, 235-246 (1989).
    • (1989) Struct. Safety , vol.6 , pp. 235-246
    • Kiureghian, A.D.1
  • 9
    • 38249040489 scopus 로고
    • On random pulse train and its evolutionary spectral representation
    • Y. K. Lin, 'On random pulse train and its evolutionary spectral representation', Probabilist. Eng. Mech., 1, 219-223 (1986).
    • (1986) Probabilist. Eng. Mech. , vol.1 , pp. 219-223
    • Lin, Y.K.1
  • 10
    • 2942677802 scopus 로고
    • Statistical parameters of AM and PSD functions for the generation of site specific strong ground motions
    • Madrid
    • T. Y. A. Tung et al., 'Statistical parameters of AM and PSD functions for the generation of site specific strong ground motions', Proc. Tenth World Conf. Earthquake Eng., Madrid, 1992.
    • (1992) Proc. Tenth World Conf. Earthquake Eng.
    • Tung, T.Y.A.1
  • 11
    • 0000910235 scopus 로고
    • Pseudo excitation algorithm for nonstationary random seismic responses
    • J. H. Lin, W. S. Zhang and F. W. Williams, 'Pseudo excitation algorithm for nonstationary random seismic responses', Eng. Struct., 16, 270-276 (1994).
    • (1994) Eng. Struct. , vol.16 , pp. 270-276
    • Lin, J.H.1    Zhang, W.S.2    Williams, F.W.3
  • 13
    • 0029634481 scopus 로고
    • A high precision direct integration scheme for structures subjected to transient dynamic loading
    • J. H. Lin, W. P. Shen and F. W. Williams, 'A high precision direct integration scheme for structures subjected to transient dynamic loading', Comput. Struct., 56, 113-120 (1995).
    • (1995) Comput. Struct. , vol.56 , pp. 113-120
    • Lin, J.H.1    Shen, W.P.2    Williams, F.W.3
  • 14
    • 0029305546 scopus 로고
    • A high precision direct integration scheme for non-stationary random seismic responses of non-classically damped structures
    • J. H. Lin, W. P. Shen and F. W. Williams, 'A high precision direct integration scheme for non-stationary random seismic responses of non-classically damped structures', Struct. Eng. Mech., 3, 215-228 (1995).
    • (1995) Struct. Eng. Mech. , vol.3 , pp. 215-228
    • Lin, J.H.1    Shen, W.P.2    Williams, F.W.3
  • 15
    • 0029388799 scopus 로고
    • Parallel computing for the high precision direct integration method
    • W. P. Shen, J. H. Lin and F. W. Williams, 'Parallel computing for the high precision direct integration method', Comput. Methods Appl. Mech. Eng., 126, 315-331 (1995).
    • (1995) Comput. Methods Appl. Mech. Eng. , vol.126 , pp. 315-331
    • Shen, W.P.1    Lin, J.H.2    Williams, F.W.3
  • 17
    • 0029507490 scopus 로고
    • Non-stationary random seismic responses of non-uniform beams
    • J. H. Lin, G. Z. Song, Y. Sun and F. W. Williams, 'Non-stationary random seismic responses of non-uniform beams', Soil dyn. earthq. eng., 14, 301-306 (1995).
    • (1995) Soil Dyn. Earthq. Eng. , vol.14 , pp. 301-306
    • Lin, J.H.1    Song, G.Z.2    Sun, Y.3    Williams, F.W.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.