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Volumn 34, Issue 7, 2005, Pages 807-824

Modal model identification of structures under unmeasured seismic excitations

Author keywords

Computational techniques; Modal model; Seismic excitation; Structural identification; Unknown input

Indexed keywords

FREQUENCY DOMAIN ANALYSIS; SEISMOLOGY; STRUCTURAL FRAMES;

EID: 19944406152     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.456     Document Type: Article
Times cited : (15)

References (28)
  • 3
    • 0018911590 scopus 로고
    • Structural identification in the frequency domain from earthquake records
    • McVerry GH. Structural identification in the frequency domain from earthquake records. Earthquake Engineering and Structural Dynamics 1980; 8:161-180.
    • (1980) Earthquake Engineering and Structural Dynamics , vol.8 , pp. 161-180
    • McVerry, G.H.1
  • 4
    • 0000545226 scopus 로고
    • Methods and application of structural modelling from measured frequency response data
    • Goyder HDG. Methods and application of structural modelling from measured frequency response data. Journal of Sound and Vibration 1980; 68:209-230.
    • (1980) Journal of Sound and Vibration , vol.68 , pp. 209-230
    • Goyder, H.D.G.1
  • 5
    • 0024106344 scopus 로고
    • Stiffness identification of a tall building during construction period using ambient tests
    • Torkamani MAM, Ahmadi AK. Stiffness identification of a tall building during construction period using ambient tests. Earthquake Engineering and Structural Dynamics 1988; 16:1177-1188.
    • (1988) Earthquake Engineering and Structural Dynamics , vol.16 , pp. 1177-1188
    • Torkamani, M.A.M.1    Ahmadi, A.K.2
  • 10
    • 0036532079 scopus 로고    scopus 로고
    • Probabilistic approach for modal identification using non-stationary noisy response measurements only
    • Yuen KV, Beck JL, Katafygiotis LS. Probabilistic approach for modal identification using non-stationary noisy response measurements only. Earthquake Engineering and Structural Dynamics 2002; 31 :1007-1023.
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , pp. 1007-1023
    • Yuen, K.V.1    Beck, J.L.2    Katafygiotis, L.S.3
  • 11
    • 0031558374 scopus 로고    scopus 로고
    • System identification from ambient vibration measurements on a bridge
    • Farrar CR, James GH III. System identification from ambient vibration measurements on a bridge. Journal of Sound and Vibration 1997; 205 (1):1-18.
    • (1997) Journal of Sound and Vibration , vol.205 , Issue.1 , pp. 1-18
    • Farrar, C.R.1    James III., G.H.2
  • 13
    • 0017559280 scopus 로고
    • Random decrement technique for modal identification of structures
    • Ibrahim SR. Random decrement technique for modal identification of structures. Journal of Spacecraft and Rockets 1977; 14 (11):696-700.
    • (1977) Journal of Spacecraft and Rockets , vol.14 , Issue.11 , pp. 696-700
    • Ibrahim, S.R.1
  • 15
    • 0024892905 scopus 로고
    • An experimental modal analysis technique for large-scale structures
    • Wallaschek J. An experimental modal analysis technique for large-scale structures. Ingenieur-Archiv 1989; 60: 117-123.
    • (1989) Ingenieur-Archiv , vol.60 , pp. 117-123
    • Wallaschek, J.1
  • 17
    • 0028312545 scopus 로고
    • Element-level system identification with unknown input
    • (ASCE)
    • Wang D, Haldar A. Element-level system identification with unknown input. Journal of Engineering Mechanics (ASCE) 1994; 120 (1):159-176.
    • (1994) Journal of Engineering Mechanics , vol.120 , Issue.1 , pp. 159-176
    • Wang, D.1    Haldar, A.2
  • 18
    • 0000841588 scopus 로고    scopus 로고
    • System identification with limited observations and without input
    • (ASCE)
    • Wang D, Haldar A. System identification with limited observations and without input. Journal of Engineering Mechanics (ASCE) 1997; 123(5):504-511.
    • (1997) Journal of Engineering Mechanics , vol.123 , Issue.5 , pp. 504-511
    • Wang, D.1    Haldar, A.2
  • 20
    • 19944410757 scopus 로고    scopus 로고
    • Identification of structures subject to unknown seismic excitation
    • Giulianova, Italy, June
    • Capecchi D, De Angelis M, Sepe V. Identification of structures subject to unknown seismic excitation. 3rd Joint Conference GIMC and AACME . Giulianova, Italy, June 2002.
    • (2002) 3rd Joint Conference GIMC and AACME
    • Capecchi, D.1    De Angelis, M.2    Sepe, V.3
  • 21
    • 0346502069 scopus 로고    scopus 로고
    • Modal model identification with unknown nonstationary base motion
    • Capecchi D, De Angelis M, Sepe V. Modal model identification with unknown nonstationary base motion. Meccanica 2004; 39: 31-45.
    • (2004) Meccanica , vol.39 , pp. 31-45
    • Capecchi, D.1    De Angelis, M.2    Sepe, V.3
  • 22
  • 23
    • 19944422671 scopus 로고    scopus 로고
    • Identification of modal parameters with unknown input
    • (ed. by Davini and Viola), CISM Courses and Lectures no. 471, Springer Verlag: Wien, New York, ISBN 3-211-20492-X
    • De Angelis M, Sepe V, Capecchi D. Identification of modal parameters with unknown input. In Problems in Structural Identification and Diagnostics: General Aspects and Applications (ed. by Davini and Viola), CISM Courses and Lectures no. 471, Springer Verlag: Wien, New York, 2003, ISBN 3-211-20492-X.
    • (2003) Problems in Structural Identification and Diagnostics: General Aspects and Applications
    • De Angelis, M.1    Sepe, V.2    Capecchi, D.3
  • 24
    • 12444255191 scopus 로고    scopus 로고
    • Model updating using noisy response measurements without knowledge of the input spectrum
    • in press. DOI: 10.1002/eqe.415
    • Yuen KV, Katafygiotis LS. Model updating using noisy response measurements without knowledge of the input spectrum. Earthquake Engineering and Structural Dynamics, 2005, in press. DOI: 10.1002/ eqe.415
    • (2005) Earthquake Engineering and Structural Dynamics
    • Yuen, K.V.1    Katafygiotis, L.S.2
  • 25
    • 0035476660 scopus 로고    scopus 로고
    • Wind induced response of an elevated steel water tank
    • Sepe V, Zingali AE. Wind induced response of an elevated steel water tank. Wind and Structures 2001; 4(5):383-398.
    • (2001) Wind and Structures , vol.4 , Issue.5 , pp. 383-398
    • Sepe, V.1    Zingali, A.E.2
  • 26
    • 0347711068 scopus 로고    scopus 로고
    • Identificazione dei parametri modali di una struttura eccitata alla base
    • (in Italian)
    • De Angelis M, Sepe V, Vestrom F. Identificazione dei parametri modali di una struttura eccitata alla base. Ingegneria Sismica 2001; 3 :42-50 (in Italian).
    • (2001) Ingegneria Sismica , vol.3 , pp. 42-50
    • De Angelis, M.1    Sepe, V.2    Vestrom, F.3
  • 27
    • 19944385871 scopus 로고    scopus 로고
    • Tecniche nel dominio delle frequenze e nel dominio del tempo per l'identificazione di strutture sotto forzanti non misurate
    • Genova, 25-29 January 2004 (in Italian)
    • De Angelis M, Sepe V, Sibilio E. 2004. Tecniche nel dominio delle frequenze e nel dominio del tempo per l'identificazione di strutture sotto forzanti non misurate. Proceedings of the 11th Italian Conference on Earthquake Engineering, Genova, 25-29 January 2004 (in Italian).
    • (2004) Proceedings of the 11th Italian Conference on Earthquake Engineering
    • De Angelis, M.1    Sepe, V.2    Sibilio, E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.