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Volumn 18, Issue 6, 2009, Pages 589-606

Earthquake input energy to tall and base-isolated buildings in time and frequency dual domains

Author keywords

[No Author keywords available]

Indexed keywords

BASE-ISOLATED BUILDING; DUAL DOMAIN; EARTHQUAKE INPUT ENERGY; FOURIER AMPLITUDE SPECTRA; FREQUENCY-DOMAIN METHODS; INPUT ENERGY; INPUT MOTIONS; MULTI DEGREE-OF-FREEDOM; NON-LINEAR MODEL; RESIDUE THEOREM; SIMPLE MODEL; STABLE CHARACTERISTICS; TIME DOMAIN; TIME-DOMAIN METHODS; TOTAL MASS;

EID: 70349576609     PISSN: 15417794     EISSN: 15417808     Source Type: Journal    
DOI: 10.1002/tal.497     Document Type: Article
Times cited : (63)

References (18)
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    • Ariga, T.1    Kanno, Y.2    Takewaki, I.3
  • 8
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    • Takewaki I. 1998. Hybrid inverse eigenmode problem for a shear building supporting a finite-element subassemblage. Journal of Vibration and Control 4(4): 347-360.
    • (1998) Journal of Vibration and Control , vol.4 , Issue.4 , pp. 347-360
    • Takewaki, I.1
  • 10
    • 2342441295 scopus 로고    scopus 로고
    • Frequency domain modal analysis of earthquake input energy to highly damped passive control structures
    • Takewaki I. 2004b. Frequency domain modal analysis of earthquake input energy to highly damped passive control structures. Earthquake Engineering and Structural Dynamics 33(5): 575-590.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , Issue.5 , pp. 575-590
    • Takewaki, I.1
  • 11
    • 14844363836 scopus 로고    scopus 로고
    • Frequency-domain analysis of earthquake input energy to structure-pile systems
    • DOI 10.1016/j.engstruct.2004.11.014, PII S0141029605000039
    • Takewaki I. 2005a. Frequency domain analysis of earthquake input energy to structure-pile systems. Engineering Structures 27(4) 549-563. (Pubitemid 40355154)
    • (2005) Engineering Structures , vol.27 , Issue.4 , pp. 549-563
    • Takewaki, I.1
  • 12
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    • Bound of earthquake input energy to soil-structure interaction systems
    • DOI 10.1016/j.soildyn.2004.11.017, PII S0267726105000606
    • Takewaki I. 2005b. Bound of earthquake input energy to soil-structure interaction systems. Soil Dynamics and Earthquake Engineering 25(7-10): 741-752. (Pubitemid 41258344)
    • (2005) Soil Dynamics and Earthquake Engineering , vol.25 , Issue.7-10 , pp. 741-752
    • Takewaki, I.1
  • 13
    • 33745459933 scopus 로고    scopus 로고
    • Closure to the discussion by Ali Bakhshi and Hooman Tavallali to 'Bound of earthquake input energy'
    • Takewaki I. 2005c. Closure to the discussion by Ali Bakhshi and Hooman Tavallali to 'Bound of earthquake input energy'. Journal of Structural Engineering ASCE 131(10): 1643-1644.
    • (2005) Journal of Structural Engineering ASCE , vol.131 , Issue.10 , pp. 1643-1644
    • Takewaki, I.1
  • 15
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    • Closed-form sensitivity of earthquake input energy to soil-structure interaction system
    • DOI 10.1061/(ASCE)0733-9399(2007)133:4(389)
    • Takewaki I. 2007a. Closed-form sensitivity of earthquake input energy to soil-structure interaction system.Journal of Engineering Mechanics ASCE 133(4): 389-399 (Pubitemid 46454871)
    • (2007) Journal of Engineering Mechanics , vol.133 , Issue.4 , pp. 389-399
    • Takewaki, I.1
  • 16
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    • Earthquake input energy to two buildings connected by viscous dampers
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    • Takewaki, I.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.