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Volumn 7, Issue 6, 2004, Pages 503-513

Response spectrum method for nonlinear surface ground analysis

Author keywords

Complex modal analysis; Equivalent linear model; Nonlinear surface ground amplification; One dimensional wave propagation; Response spectrum method; Surface ground analysis

Indexed keywords

EARTHQUAKES; ONE DIMENSIONAL; SOIL TESTING; STIFFNESS; STRAIN; WAVE PROPAGATION;

EID: 11144222195     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/1369433042863233     Document Type: Article
Times cited : (18)

References (13)
  • 3
    • 0031919217 scopus 로고    scopus 로고
    • Defining equivalent stationary PSDF to account for nonstationarity of earthquake ground motion Soil
    • Gupta, I.D. and Trifunac, M.D. (1998). "Defining equivalent stationary PSDF to account for nonstationarity of earthquake ground motion", Soil Dynamics and Earthquake Engineering, Vol. 17, No.2, pp. 89-99.
    • (1998) Dynamics and Earthquake Engineering , vol.17 , Issue.2 , pp. 89-99
    • Gupta, I.D.1    Trifunac, M.D.2
  • 5
    • 0030430122 scopus 로고    scopus 로고
    • Sequential stiffness design for seismic drift ranges of a shear building-pile-soil system
    • Nakamura, T., Takewaki, I. and Asaoka, Y. (1996). "Sequential stiffness design for seismic drift ranges of a shear building-pile-soil system", Earthquake Engineering and Structural Dynamics, Vol. 25, No. 12, pp. 1405-1420.
    • (1996) Earthquake Engineering and Structural Dynamics , vol.25 , Issue.12 , pp. 1405-1420
    • Nakamura, T.1    Takewaki, I.2    Asaoka, Y.3
  • 8
    • 0032103858 scopus 로고    scopus 로고
    • Remarkable response amplification of building frames due to resonance with the surface ground
    • Takewaki, I. (1998). "Remarkable response amplification of building frames due to resonance with the surface ground", Soil Dynamics and Earthquake Engineering, Vol. 17, No.4, pp. 211-218.
    • (1998) Soil Dynamics and Earthquake Engineering , vol.17 , Issue.4 , pp. 211-218
    • Takewaki, I.1
  • 9
    • 0034310681 scopus 로고    scopus 로고
    • Soil-structure random response reduction via TMD-VD simultaneous use
    • Takewaki, I. (2000). "Soil-structure random response reduction via TMD-VD simultaneous use", Computer Methods in Applied Mechanics and Engineering, Vol. 190, No. 5-7, pp. 677-690.
    • (2000) Computer Methods in Applied Mechanics and Engineering , vol.190 , Issue.5-7 , pp. 677-690
    • Takewaki, I.1
  • 10
    • 0032052886 scopus 로고    scopus 로고
    • Seismic frame design via inverse mode design of frame-ground systems
    • Takewaki, I., Nakamura, T. and Hirayama, K. (1998). "Seismic frame design via inverse mode design of frame-ground systems", Soil Dynamics and Earthquake Engineering, Vol. 17, No. 3, pp. 153-163.
    • (1998) Soil Dynamics and Earthquake Engineering , vol.17 , Issue.3 , pp. 153-163
    • Takewaki, I.1    Nakamura, T.2    Hirayama, K.3
  • 11
    • 0032838588 scopus 로고    scopus 로고
    • Optimal damper placement for building structures including surface ground amplification
    • Takewaki, I. and Uetani, K. (1999). "Optimal damper placement for building structures including surface ground amplification", Soil Dynamics and Earthquake Engineering, Vol. 18, No. 5, pp. 363-371.
    • (1999) Soil Dynamics and Earthquake Engineering , vol.18 , Issue.5 , pp. 363-371
    • Takewaki, I.1    Uetani, K.2
  • 12
    • 11144238185 scopus 로고    scopus 로고
    • Evaluation of non-linear soil amplification characteristics using modal analysis
    • Yamauchi, T., Iwasaki, T. and Motosaka, M. (2001). "Evaluation of non-linear soil amplification characteristics using modal analysis", Summaries of Annual Meeting of AIJ, pp.781-782.
    • (2001) Summaries of Annual Meeting of AIJ , pp. 781-782
    • Yamauchi, T.1    Iwasaki, T.2    Motosaka, M.3
  • 13
    • 38249020212 scopus 로고
    • A response spectrum approach for seismic analysis of nonclassically damped structures
    • Yang, J. N., Sarkani, S. and Long, F. X. (1990). "A response spectrum approach for seismic analysis of nonclassically damped structures", Engineering Structures, 12, pp. 173-184.
    • (1990) Engineering Structures , vol.12 , pp. 173-184
    • Yang, J.N.1    Sarkani, S.2    Long, F.X.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.