Residual stiffness assessment of structurally failed reinforced concrete structure by dynamic testing and finite element model updating

Experimental Mechanics

Volumn 43, Issue 4, 2003, Pages 372-378

  Xia, Pin Qi ^a   Brownjohn, James M W ^b  

^a NANJING UNIVERSITY OF AERONAUTICS AND ASTRONAUTICS   (China)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Beam; Damage; Failure; Finite element model updating; Modal analysis; Reinforced concrete; Stiffness

Indexed keywords

BEARING CAPACITY; CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL; STIFFNESS;

DYNAMIC TESTING;

REINFORCED CONCRETE;

FAILURE; REINFORCED CONCRETE;

EID: 0346655444     PISSN: 00144851     EISSN: None     Source Type: Journal    
DOI: 10.1177/0014485103434002     Document Type: Article

References (16)

1. Nawy, E.G., Reinforced Concrete, 2nd edition, Prentice-Hall, Englewood Cliffs, NJ (1990).
2. Mottershead, J.E. and Friswell, M.I., "Model Updating in Structural Dynamics: A Survey," J. Sound Vib., 167 (2), 347-375 (1993).
3. Doebling, S.W., Farrar, C.R., and Prime, M.B., "A Summary Review of Vibration-based Damage Identification Methods," Shock Vib. Digest, 30 (2), 9-105 (1998).
4. Brownjohn, J.M.W. and Xia, P.Q., "Finite Element Model Updating of a Damaged Structure," Proc. l7th Int. Modal Analysis Conference, SEM, Kissimmee, FL. Vol. I, 457-462 (1999).
5. Brownjohn, J.M.W. and Xia, P.Q., "Dynamic Assessment of Curved Cable-stayed Bridge by Model Updating," J. Struct. Eng., ASCE, 126 (2), 252-260 (2000).
6. Brownjohn, J.M.W., Xia, P.Q., Hao, H., and Xia, Y., "Civil Structure Condition Assessment by FE Model Updating: Methodology and Case Studies," Finite Elements in Analysis and Design, 37 (10), 761-775 (2001).
7. Fritzen, C.P. and Bohle, K., "Model-based Health Monitoring of Structures-Application to the 140-highway-bridge," Proc. Identification in Engineering System, Swansea, UK, 492-505 (1999).
8. http://www.bwk.kuleuven.ac.be/bwm/pub_pro.htm
9. Ewins, D.J., Modal Testing: Theory and Practice, Research Studies Press Ltd, Wiley, New York (1984).
10. Godfrey, K., Perturbation Signals for System Identification, Prentice-Hall, Englewood Cliffs, NJ (1993).
11. FEMtools User Manual. Version 1.4, Dynamic Design Solutions, Belgium (1998).
12. Allemang, R.J. and Brown, D.L., "A Correlation Coefficient for Modal Vector Analysis," Proc. Ist Int. Modal Analysis Conference, SEM, Orlando, Florida, 110-116 (1982).
13. Brownjohn, J.M.W., Pan, T.C., and Deng, X.Y., "Macro-updating of Finite Element Modelling for Core Systems of Tall Buildings," Proc. 14th Engineering Mechanics Conferences ASCE, Texas (2000).
14. Felber, A.J. and Cantieni, R., "Advances in Ambient Vibration Testing: Ganter Bridge, Switzerland," Struct. Eng. Int., 6 (3), 187-190 (1996).
15. Hearn, G., "Condition Data and Bridge Management System," Struct. Eng. Int., IABSE, 8 (3), 221-225 (1998).
16. Aktan, A.E., Farhey, D.F., Brown, D.L., Dalal, V., Helmicki, A.J., Hunt, V.J., and Shelley, S.J., "Condition Assessment for Bridge Management," J. Infrastructure Syst., ASCE, 2 (3), 108-117