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Volumn 39, Issue 6, 2001, Pages 1166-1174

Optimum sensitivity-based statistical parameters estimation from modal response

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; COMPUTER SIMULATION; MONTE CARLO METHODS; SENSITIVITY ANALYSIS; STATISTICS;

EID: 0035369261     PISSN: 00011452     EISSN: None     Source Type: Journal    
DOI: 10.2514/2.1431     Document Type: Article
Times cited : (10)

References (18)
  • 3
    • 0011914378 scopus 로고
    • Identification of structural system from measured response
    • Dept. of Civil Engineering, Civil Engineering Studies SRS579, Univ. of Illinois, Urban, IL
    • (1993)
    • Banan, M.R.1    Hjelmstad, K.D.2
  • 5
    • 85001104724 scopus 로고    scopus 로고
    • Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review
    • Los Alamos National Lab., LA-13070-MS, Los Alamos, NM
    • (1996)
    • Doebling, S.W.1    Farrar, C.R.2    Prime, M.B.3    Shevitz, D.W.4
  • 13
    • 0000737115 scopus 로고    scopus 로고
    • Updating of analytical models-Basic procedures and extensions
    • edited by J. M. M. Silva and N. M. M. Maia, Kluwer Academic, Dordrecht, The Netherlands
    • (1999) Modal Analysis and Testing , pp. 281-304
    • Link, M.1
  • 15
    • 4243219483 scopus 로고    scopus 로고
    • Nonlinear analysis of building structures
    • Dept. of Civil and Environmental Engineering, Civil Engineering Studies SRS 625, Univ. of Illinois, Urbana, IL
    • (1999)
    • Hjelmstad, K.D.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.