Significance of operating environment in condition monitoring of large civil structures

Shock and Vibration

Volumn 6, Issue 5, 1999, Pages 247-251

  Alampalli, Sreenivas ^a  

^a Structures Research   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; MODAL ANALYSIS; PARAMETER ESTIMATION; RELIABILITY; STRUCTURAL ANALYSIS;

LARGE CIVIL STRUCTURES; REMOTE MONITORING SYSTEMS;

BRIDGES;

EID: 0033319633     PISSN: 10709622     EISSN: None     Source Type: Journal    
DOI: 10.1155/1999/135201     Document Type: Article

References (7)

1. S. Alampalli, G. Fu and E.W. Dillon, Measured bridge vibration for detection of structural damage. Research report 165, Transportation R&D Bureau, New York State Department of Transportation, 1995.
2. A. Bensalem et al., Nondestructive testing for condition based maintenance of arch bridges, in: Proc. 8th Int. Congress on Condition Monitoring and Diagnostic Engineering Management, Kingston, Ontario, Canada, 2, 1995.
3. D.J. Ewins, Modal Testing: Theory and Practice, Wiley, New York, 1984.
4. D.F. Mazurek and J.T. DeWolf, Experimental study of bridge monitoring technique, ASCE J. of the Structural Division 116(9) (1990).
5. R.C. Sohaney and J.M. Nieters, Proper use of weighting functions for impact testing, in: Proc. 3rd Int. Modal Analysis Conf., Orlando, Florida, 1985.
6. T. Tokspy and A.E. Aktan, Bridge condition assessment by modal flexibility. Experimental Mechanics 34 (1994).
7. W.C. Young, Roark's Formulas for Stress and Strain, McGrawHill, New York, 1989.