Finite-element analysis and vibration testing of a two-span masonry arch bridge

Journal of Performance of Constructed Facilities

Volumn 24, Issue 1, 2010, Pages 46-52

  Bayraktar, Alemdar ^a   Altuniik, Ahmet Can ^a   Birinci, Fatma ^a   Sevim, Bar ^a   Türker, Temel ^a  

^a KARADENIZ TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Ambient vibration test; Dynamic characteristics; Finite element model updating; Masonry arch bridge; Operational modal analysis; Peak picking; Stochastic subspace identification

Indexed keywords

AMBIENT VIBRATION TEST; DYNAMIC CHARACTERISTICS; MASONRY ARCH BRIDGES; OPERATIONAL MODAL ANALYSIS; PEAK PICKING; STOCHASTIC SUBSPACE IDENTIFICATION;

ARCH BRIDGES; ARCHES; CONCRETE BRIDGES; DYNAMIC MODELS; FOUNDATIONS; FREQUENCY DOMAIN ANALYSIS; MASONRY CONSTRUCTION; MASONRY MATERIALS; MODAL ANALYSIS; NATURAL FREQUENCIES; RELIGIOUS BUILDINGS; STOCHASTIC MODELS; STOCHASTIC SYSTEMS; THREE DIMENSIONAL; TIME DOMAIN ANALYSIS; VIBRATION ANALYSIS;

FINITE ELEMENT METHOD;

EID: 75649140931     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CF.1943-5509.0000060     Document Type: Article

References (26)

1. Bayraktar, A., Altunisik, A. C., Sevim, B., Türker, T., Akkose, M., and Coskun, N. (2008a). " Modal analysis, experimental validation and calibration of a historical masonry minaret.." J. Test. Eval. 0090-3973, 36 (6), 516-524.
2. Bayraktar, A., Altunk, A. C., Türker, T., and Sevim, B. (2007). " The model updating of historical masonry bridges using operational modal analysis method.." Proc., Symp. on 1st Reinforcement and Transfer into the Future of Historical Structures, Turkish Chamber of Civil Engineers, Sept. 27-29, Ankara, Turkey, 429-440.
3. Bayraktar, A., Sevim, B., Altunisik, A. C., Türker, T., and Adanur, S. (2008b). " Determination of blast vibration effects on the dynamic behaviour of the highway bridges using modal testing.." Proc., 8th Int. Congress on Advances in Civil Engineering, Eastern Mediterranean Univ., Famagusta, North Cyprus, 557-565.
4. Brencich, A., and Sabia, D. (2008). " Experimental identification of a multi-span masonry bridge: The Tanaro Bridge.." Constr. Build. Mater. 0950-0618, 22 (10), 2087-2099. 10.1016/j.conbuildmat.2007.07.031 (Pubitemid 351749809)
5. Brincker, R., Zhang, L., and Andersen, P. (2000). " Modal identification from ambient responses using frequency domain decomposition.." Proc., 18th Int. Modal Analysis Conf., Society for Experimental Mechanics, Inc., Bethel, Feb., San Antonio, Tex., 625-630. (Pubitemid 30591296)
6. Catalan, R. O., and Aldea, L. E. (2007). " New tendencies on repair and strengthening on masonry arch bridges.." Proc., 5th Int. Conf. on Arch Bridges, Univ. of Minho and Univ. of Madeira, Sept. 12-14, Pestana Casino Park, Madeira, Protugal, 719-724.
7. Diamanti, N., Giannopoulos, A., and Forde, M. C. (2008). " Numerical modelling and experimental verification of GPR to investigate ring separation in brick masonry arch bridges.." NDT Int. 0308-9126, 41 (5), 354-363. 10.1016/j.ndteint.2008.01.006
8. Ewins, D. J. (1984). Modal testing: Theory and practice, Research Studies Press, New York.
9. Fanning, P. J., and Boothby, T. E. (2001). " Three-dimensional modelling and full-scale testing of stone arch bridges.." Comput. Struct. 0045-7949, 79 (29-30), 2645-2662. 10.1016/S0045-7949(01)00109-2 (Pubitemid 32997779)
10. Felber, A. J. (1993). " Development of hybrid bridge evaluation system.." Ph.D. thesis, Univ. of British Columbia, Vancouver, Canada.
11. Frunzio, G., Monaco, M., and Gesualdo, A. (2001). " 3D FEM analysis of a Roman arch bridge.." Historical constructions, 591-598.
12. Jaishi, B., and Ren, W. X. (2005). " Structural finite-element model updating using ambient vibration test results.." J. Struct. Eng. 0733-9445, 131 (4), 617-628. 10.1061/(ASCE)0733-9445(2005)131:4(617) (Pubitemid 40430157)
13. Juang, J. N. (1994). Applied system identification, Prentice-Hall, Englewood Cliffs, N.J.
14. Juang, J. N., and Phan, M. Q. (2001). Identification and control of mechanical systems, Cambridge Univ., Cambridge, U.K.
15. Mottershead, J. E., and Friswell, M. I. (1995). Finite-element model updating in structural dynamics, Kluwer Academic, Boston.
16. Operational modal analysis release 4.0. (2008). Structural Vibration Solution A/S, Denmark.
17. Peeters, B. (2000). " System identification and damage detection in civil engineering.." Ph.D. thesis, K.U., Leuven, Belgium.
18. Rainieri, C., Fabbrocino, G., Cosenza, E., and Manfredi, G. (2007). " Implementation of OMA procedures using labview: Theory and application.." 2nd Int. Operational Modal Analysis Conf., Aalborg Univ., April 30-May 2, Copenhagen, Denmark, 1-13.
19. Ramos, L. F., Loureņo, P. B., and Costa, A. C. (2005). " Operational modal analysis for damage detection of a masonry construction.." 1st Int. Operational Modal Analysis Conf., April 26-27, Copenhagen, Denmark, 495-502.
20. Ren, W. X., Penga, X., and Lina, Y. (2005). " Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge.." Eng. Struct. 0141-0296, 27 (4), 535-548. 10.1016/j.engstruct. 2004.11.013 (Pubitemid 40355153)
21. Ren, W. X., Zhao, T., and Harik, I. E. (2004). " Experimental and analytical modal analysis of steel arch bridge.." J. Struct. Eng. 0733-9445, 130 (7), 1022-1031. 10.1061/(ASCE)0733-9445(2004)130:7(1022) (Pubitemid 40265004)
22. Toker, S., and Ünay, A. I. (2004). " Mathematical modelling and finite- element analysis of masonry arch bridges.." J. Science Gazi University, 17 (2), 129-139.
23. Ural, A. (2005). " Finite element analysis of historical arch bridge.." Int. Earthquake Symp., March 23-25, Kocaeli, Turkey, 408-413.
24. Van Overschee, P., and De Moor, B. (1996). " Subspace identification for linear systems: Theory-implementation-applications.." Kluwer Academic, Boston.
25. Yu, D. J., and Ren, W. X. (2005). " EMD-based stochastic subspace identification of structures from operational vibration measurements.." Eng. Struct. 0141-0296, 27 (12), 1741-1751. 10.1016/j.engstruct.2005.04.016 (Pubitemid 41179287)
26. Zivanovic, S., Pavic, A., and Reynolds, P. (2007). " Finite-element modelling and updating of a lively footbridge: The complete process.." J. Sound Vib. 0022-460X, 301 (1-2), 126-145. 10.1016/j.jsv.2006.09.024 (Pubitemid 46110996)