메뉴 건너뛰기




Volumn 10, Issue 4, 2016, Pages 375-395

Vibration-based monitoring and diagnosis of cultural heritage: A methodological discussion in three examples

Author keywords

Architectural heritage; Dynamic characterization; Experimental modal analysis; Geometric survey; Modal testing; Model updating; Seismic response

Indexed keywords

DYNAMIC ANALYSIS; MODAL ANALYSIS; SEISMIC RESPONSE;

EID: 84978472902     PISSN: 15583058     EISSN: 15583066     Source Type: Journal    
DOI: 10.1080/15583058.2013.850554     Document Type: Article
Times cited : (90)

References (49)
  • 1
    • 0141958862 scopus 로고    scopus 로고
    • The modal assurance criterion: Twenty years of use and abuse
    • Allemang, R. J. 2003. The modal assurance criterion: Twenty years of use and abuse. Sound and Vibration 37(8):14-23.
    • (2003) Sound and Vibration , vol.37 , Issue.8 , pp. 14-23
    • Allemang, R.J.1
  • 2
    • 34250023800 scopus 로고    scopus 로고
    • Sensitivitybased finite element model updating using constrained optimization with a trust region algorithm
    • Bakir, P. G., E. Reynders, and G. De Roeck. 2007. Sensitivitybased finite element model updating using constrained optimization with a trust region algorithm. Journal of Sound and Vibration 305(1-2):211-225.
    • (2007) Journal of Sound and Vibration , vol.305 , Issue.1-2 , pp. 211-225
    • Bakir, P.G.1    Reynders, E.2    De Roeck, G.3
  • 4
    • 84857184817 scopus 로고    scopus 로고
    • Anime Sante Church's Dome after 2009 L'Aquila earthquake: Monitoring and strengthening approaches
    • Boscato, G., D. Rocchi, and S. Russo. 2012. Anime Sante Church's Dome after 2009 L'Aquila earthquake: Monitoring and strengthening approaches. Advanced Materials Research 446-449:3467-3485.
    • (2012) Advanced Materials Research , vol.446-449 , pp. 3467-3485
    • Boscato, G.1    Rocchi, D.2    Russo, S.3
  • 5
    • 0035446810 scopus 로고    scopus 로고
    • Civil structure condition assessment by FE model updating: Methodology and case studies
    • Brownjohn, J. M. W., P.-Q. Xia, H. Hao, and Y. Xia. 2001. Civil structure condition assessment by FE model updating: Methodology and case studies. Finite Elements in Analysis and Design 37(10):761-775.
    • (2001) Finite Elements in Analysis and Design , vol.37 , Issue.10 , pp. 761-775
    • Brownjohn, J.M.W.1    Xia, P.-Q.2    Hao, H.3    Xia, Y.4
  • 6
    • 43149095561 scopus 로고    scopus 로고
    • Fuzzy clustering of stability diagramas for vibration-based structural health monitoring
    • Carden, E. P., and J. M. W. Brownjohn. 2008. Fuzzy clustering of stability diagramas for vibration-based structural health monitoring. Computer-Aided Civil and Infrastructure Engineering 23(5):360-372.
    • (2008) Computer-Aided Civil and Infrastructure Engineering , vol.23 , Issue.5 , pp. 360-372
    • Carden, E.P.1    Brownjohn, J.M.W.2
  • 7
    • 78650589867 scopus 로고    scopus 로고
    • Dynamic behavior of a masonry civic belfry under operational conditions
    • Casciati, S., and R. Al-Saleh. 2010. Dynamic behavior of a masonry civic belfry under operational conditions. Acta Mechanica 215(1-4):211-224.
    • (2010) Acta Mechanica , vol.215 , Issue.1-4 , pp. 211-224
    • Casciati, S.1    Al-Saleh, R.2
  • 8
    • 3042556457 scopus 로고    scopus 로고
    • Use of instantaneous estimators for the evaluation of structural damping
    • Ceravolo, R. 2004. Use of instantaneous estimators for the evaluation of structural damping. Journal of Sound and Vibration 274(1-2):385-401.
    • (2004) Journal of Sound and Vibration , vol.274 , Issue.1-2 , pp. 385-401
    • Ceravolo, R.1
  • 9
    • 84879745686 scopus 로고    scopus 로고
    • Time domain identification of structures: A comparative analysis
    • Ceravolo, R., and G. Abbiati. 2013. Time domain identification of structures: A comparative analysis. ASCE Journal of Engineering Mechanics 139(4):537-544.
    • (2013) ASCE Journal of Engineering Mechanics , vol.139 , Issue.4 , pp. 537-544
    • Ceravolo, R.1    Abbiati, G.2
  • 11
    • 0011304711 scopus 로고
    • On-orbit sensor placement and system identification of space station with limited instrumentation
    • SEM. February 1-4. Kissimmee, Orlando, FL
    • Chung, Y. T., and J. D. Moore. 1993. On-orbit sensor placement and system identification of space station with limited instrumentation. In Proceedings of the 11th International Modal Analysis Conference. SEM. February 1-4. Kissimmee, Orlando, FL.
    • (1993) Proceedings of the 11th International Modal Analysis Conference.
    • Chung, Y.T.1    Moore, J.D.2
  • 12
    • 34547888695 scopus 로고    scopus 로고
    • Assessing the health state of ancient structures: The role of vibrational tests
    • De Stefano, A., and R. Ceravolo. 2007. Assessing the health state of ancient structures: The role of vibrational tests. Journal of Intelligent Material Systems and Structures 18 (8):793-807.
    • (2007) Journal of Intelligent Material Systems and Structures , vol.18 , Issue.8 , pp. 793-807
    • De Stefano, A.1    Ceravolo, R.2
  • 13
    • 0004096229 scopus 로고    scopus 로고
    • Hertfordshire, UK: Research Studies Press, Ltd
    • Ewins, D. J. 2000. Modal testing. Hertfordshire, UK: Research Studies Press, Ltd.
    • (2000) Modal testing.
    • Ewins, D.J.1
  • 15
    • 33646835910 scopus 로고    scopus 로고
    • Stability of ancient masonry towers: Stress redistribution due to drying, carbonation and creep
    • Ferretti, D., and Z. P. Bazant. 2006. Stability of ancient masonry towers: Stress redistribution due to drying, carbonation and creep. Cement and Concrete Research 36 (7):1389-1398.
    • (2006) Cement and Concrete Research , vol.36 , Issue.7 , pp. 1389-1398
    • Ferretti, D.1    Bazant, Z.P.2
  • 18
    • 30844444332 scopus 로고    scopus 로고
    • Dynamic investigations on a masonry bell tower
    • Ivorra, S., and F. J. Pallarés, 2006. Dynamic investigations on a masonry bell tower. Engineering and Structures 28: 660-667.
    • (2006) Engineering and Structures , vol.28 , pp. 660-667
    • Ivorra, S.1    Pallarés, F.J.2
  • 19
    • 0022711648 scopus 로고
    • Effect of noise on modal parameter identified by the eigensystem realisation algorithm
    • Juang, J. N., and R. S. Pappa. 1986. Effect of noise on modal parameter identified by the eigensystem realisation algorithm. Journal of Guidance, Control and Dynamics 9 (3):294-303.
    • (1986) Journal of Guidance, Control and Dynamics , vol.9 , Issue.3 , pp. 294-303
    • Juang, J.N.1    Pappa, R.S.2
  • 20
    • 0026120060 scopus 로고
    • Sensor placement for on-orbit modal identification and correlation of large structures
    • Kammer, D. C. 1991. Sensor placement for on-orbit modal identification and correlation of large structures. Journal of Guidance, Control and Dynamics 14(2):251-259.
    • (1991) Journal of Guidance, Control and Dynamics , vol.14 , Issue.2 , pp. 251-259
    • Kammer, D.C.1
  • 24
    • 34447505990 scopus 로고    scopus 로고
    • The connection between effective independence and modal kinetic energy methods for sensor placement
    • Li, D. S., H. N. Li, and C. P. Fritze. 2007a. The connection between effective independence and modal kinetic energy methods for sensor placement. Journal of Sound and Vibration 305(4-5):945-955.
    • (2007) Journal of Sound and Vibration , vol.305 , Issue.4-5 , pp. 945-955
    • Li, D.S.1    Li, H.N.2    Fritze, C.P.3
  • 26
    • 0033924442 scopus 로고    scopus 로고
    • Time domain identification of frames under earthquake loadings
    • Loh, C. H, C. Y. Lin, and C. C. Huang. 2000. Time domain identification of frames under earthquake loadings. ASCE Journal of Engineering Mechanics 126(7):693-703.
    • (2000) ASCE Journal of Engineering Mechanics , vol.126 , Issue.7 , pp. 693-703
    • Loh, C.H.1    Lin, C.Y.2    Huang, C.C.3
  • 32
    • 56849118785 scopus 로고    scopus 로고
    • Vibration analysis and dynamic characterization of the Colosseum
    • Pau, A., and F. Vestroni. 2008. Vibration analysis and dynamic characterization of the Colosseum. Structural Control and Health Monitoring 15(8):1105-1121.
    • (2008) Structural Control and Health Monitoring , vol.15 , Issue.8 , pp. 1105-1121
    • Pau, A.1    Vestroni, F.2
  • 33
    • 0033354387 scopus 로고    scopus 로고
    • Reference-based stochastic subspace identification for output-only modal analysis
    • Peeters, B., and G. De Roeck. 1999. Reference-based stochastic subspace identification for output-only modal analysis. Mechanical Systems and Signal Processing 13(6):855-878.
    • (1999) Mechanical Systems and Signal Processing , vol.13 , Issue.6 , pp. 855-878
    • Peeters, B.1    De Roeck, G.2
  • 34
    • 70449678616 scopus 로고    scopus 로고
    • Damage identification on arched masonry structures using ambient and random impact vibrations
    • Ramos, L. F., G. De Roeck, P. B. Lourenco, and A. Campos-Costa. 2010. Damage identification on arched masonry structures using ambient and random impact vibrations. Engineering and Structures 32(1):146-162.
    • (2010) Engineering and Structures , vol.32 , Issue.1 , pp. 146-162
    • Ramos, L.F.1    De Roeck, G.2    Lourenco, P.B.3    Campos-Costa, A.4
  • 35
    • 39649103373 scopus 로고    scopus 로고
    • Uncertainty bounds on modal parameters obtained from stochastic subspace identification
    • Reynders, E., R. Pintelon, and G. De Roeck, 2008. Uncertainty bounds on modal parameters obtained from stochastic subspace identification. Mechanical Systems and Signal Processing 22(4):948-969.
    • (2008) Mechanical Systems and Signal Processing , vol.22 , Issue.4 , pp. 948-969
    • Reynders, E.1    Pintelon, R.2    De Roeck, G.3
  • 36
    • 77955569570 scopus 로고    scopus 로고
    • Structural analysis of masonry historical constructions: Classical and advanced approaches
    • Roca, P., M. Cervera, G. Gariup, and L. Pelà. 2010. Structural analysis of masonry historical constructions: Classical and advanced approaches. Archives of Computational Methods in Engineering 17(3):299-325.
    • (2010) Archives of Computational Methods in Engineering , vol.17 , Issue.3 , pp. 299-325
    • Roca, P.1    Cervera, M.2    Gariup, G.3    Pelà, L.4
  • 37
    • 68149134545 scopus 로고    scopus 로고
    • Modal identification of an experimental model of masonry arch bridge
    • Ruocci, G., R. Ceravolo, and A. De Stefano. 2009. Modal identification of an experimental model of masonry arch bridge. Key Engineering Materials 413-414:707-714.
    • (2009) Key Engineering Materials , vol.413-414 , pp. 707-714
    • Ruocci, G.1    Ceravolo, R.2    De Stefano, A.3
  • 38
    • 84880813657 scopus 로고    scopus 로고
    • On the monitoring of historic Anime Sante church damaged by earthquake in L'Aquila
    • Russo, S. 2012. On the monitoring of historic Anime Sante church damaged by earthquake in L'Aquila. Structural Control and Health Monitoring 20(9):1226-1239.
    • (2012) Structural Control and Health Monitoring , vol.20 , Issue.9 , pp. 1226-1239
    • Russo, S.1
  • 39
    • 0011343849 scopus 로고
    • Optimal placement of excitations and sensors for verification of large dynamical systems
    • Publisher: American Institute of Aeronautics. Monterey, CA, USA: April 6-8
    • Salama, M., T. Rose, and J. Garba. (1987). Optimal placement of excitations and sensors for verification of large dynamical systems. In Proceedings of the 28th Structures, Structural Dynamics and Materials Conference. Publisher: American Institute of Aeronautics. Monterey, CA, USA: April 6-8.
    • (1987) Proceedings of the 28th Structures, Structural Dynamics and Materials Conference.
    • Salama, M.1    Rose, T.2    Garba, J.3
  • 45
    • 84908144695 scopus 로고
    • The use of fast Fourier transform for the estimation of power spectra: A method based on time averaging over short modified periodograms
    • Welch, P. D. 1967. The use of fast Fourier transform for the estimation of power spectra: a method based on time averaging over short modified periodograms. IEEE Transactions on Audio and Electro-Acoustic 15(2):70-73.
    • (1967) IEEE Transactions on Audio and Electro-Acoustic , vol.15 , Issue.2 , pp. 70-73
    • Welch, P.D.1
  • 46
    • 53949104728 scopus 로고    scopus 로고
    • Real-time parameter estimation for degrading and pinching hysteretic models
    • Wu, M., and A. W. Smyth. 2008. Real-time parameter estimation for degrading and pinching hysteretic models. International Journal of Non-Linear Mechanics 43(9):822-833.
    • (2008) International Journal of Non-Linear Mechanics , vol.43 , Issue.9 , pp. 822-833
    • Wu, M.1    Smyth, A.W.2
  • 47
    • 80755189912 scopus 로고    scopus 로고
    • Optimal sensor placement for structural health monitoring based on multiple optimization strategies
    • Yi, T.-H., H.-N. Li, and M. Gu. 2011. Optimal sensor placement for structural health monitoring based on multiple optimization strategies. Structural Design of Tall and Special Buildings 20(7):881-900.
    • (2011) Structural Design of Tall and Special Buildings , vol.20 , Issue.7 , pp. 881-900
    • Yi, T.-H.1    Li, H.-N.2    Gu, M.3
  • 48
    • 0036532079 scopus 로고    scopus 로고
    • Probabilistic approach for modal identification using non-stationary noisy response measurements only
    • Yuen, K.-V., J. L. Beck, and L. S. Katafygiotis. 2002. Probabilistic approach for modal identification using non-stationary noisy response measurements only. Earthquake Engineering & Structural Dynamics 31 (4):1007-1023.
    • (2002) Earthquake Engineering & Structural Dynamics , vol.31 , Issue.4 , pp. 1007-1023
    • Yuen, K.-V.1    Beck, J.L.2    Katafygiotis, L.S.3
  • 49
    • 33846306713 scopus 로고    scopus 로고
    • Finite element modelling and updating of a lively footbridge: The complete process
    • Zivanovic, S., A. Pavic, and P. Reynolds. 2007. Finite element modelling and updating of a lively footbridge: The complete process. Journal of Sound and Vibration 301(1):126-145.
    • (2007) Journal of Sound and Vibration , vol.301 , Issue.1 , pp. 126-145
    • Zivanovic, S.1    Pavic, A.2    Reynolds, P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.