Operational modal analysis of a historic tower in Bari

Conference Proceedings of the Society for Experimental Mechanics Series

Volumn 4, Issue , 2011, Pages 335-342

  Diaferio, Mariella ^a   Foti, Dora ^a   Mongelli, Michele ^a   Giannoccaro, Nicola Ivan ^b   Andersen, Palle ^c  

^a POLITECNICO DI BARI   (Italy)

^b UNIVERSITY OF SALENTO   (Italy)

^c Structural Vibration Solutions A/S   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

CHROMIUM COMPOUNDS; REINFORCED CONCRETE; STRUCTURAL DYNAMICS;

AMBIENT VIBRATIONS; ARCHITECTURAL STYLE; BENDING MODES; DYNAMIC MONITORING; FREQUENCY DOMAINS; IDENTIFICATION TECHNIQUES; MODAL PARAMETERS; OPERATIONAL MODAL ANALYSIS;

MODAL ANALYSIS;

EID: 79958122464     PISSN: 21915644     EISSN: 21915652     Source Type: Conference Proceeding    
DOI: 10.1007/978-1-4419-9316-8_31     Document Type: Conference Paper

References (14)

1. Sepe V, Speranza E, Viskovic A. A method for large-scale vulnerability assessment of historic towers. Structural Control & Health Monitoring (2008);15(3):389-415. (Pubitemid 351561502)
2. Valluzzi MR, da Porto F, Modena C. Structural investigation and strengthening of the Civic Tower in Vicenza. Proc. of Structural Faults and Repairs ,Repairs, London UK: 2003
3. Ivorra S, Pallarés FJ. Dynamic investigations on a masonry bell tower. Engineering Structures 2006; 28(5):660-7. (Pubitemid 43104016)
4. Gentile C, Saisi A. Ambient vibration testing of historic masonry towers for structural identification and damage assessment. Construction & Building Materials 2007; 21(6):1311-21. (Pubitemid 46216789)
5. Julio ENBS, da Silva Rebelo CAS, Dias da Costa DASG. Structural assessment of the tower of the University of Coimbra by modal identification. Engineering Structures 2008; 30:3648-77.
6. Lepidi M, Gattulli V, Foti D. Swinging-bell resonances and their cancellation identified by dynamical testing in a modern bell tower. Engineering Structures, Elsevier 2009; 31 (7):1486-1500.
7. Ramos LF, Marques L, Lourenco PB, de Roeck G, Campo-Costa A, Roque J. Monitoring historical masonry structures with operational modal analysis: Two case studies. Mechanical Systems and Signal Processing 2010;24:1291-1305
8. Bayraktar A, Sevim B, Altunisik A C, Türker T. Earthquake analysis of reinforced concrete minarets using ambient vibration tests results. The Structural Design of Tall and Special Buildings 2008;19:257-73. DOI: 10.1002/tal.464.
9. Jacobsen NJ, Thorhauge O. Data acquisition systems for Operational Modal Analysis. Proc. of the 3rd IOMAC, 215-222, Porto Novo (Ancona) 2009.
10. Masjedian MH, Keshmiri M. A review on Operational Modal Analysis researches: classification of methods and applications. Proc. of the 3rd IOMAC, 707-718, Starrylink, Brescia 2009.
11. Brincker R, Zhang L, Andersen P. Modal identification of output-only systems using frequency domain decomposition. Smart Materials and Structures 2001;10:441-5. (Pubitemid 32637024)
12. Peeters B, De Roeck G. Stochastic System Identification for Operational Modal Analysis: A Review. Journal of Dynamic Systems Measurement & Control 2001;123(4):659-67. (Pubitemid 33715996)
13. ARTeM1S Extractor Pro software. Issued by Structural Vibration Solutions ApS. NOVl Science Park, Niels Jernes Vej 10, DK 9220 Aalborg East, Denmark; 2010.
14. Diaferio M, Foti D, Mongelli M, Giannoccaro NI. Dynamic behavior of a Historic Tower in Bari. Proc. of 14th European Conference on Earthquake engineering, 30 August-3 September 2010, Ohrid, Republic of Macedonia.