Effect of temperature on modal variability for a curved concrete bridge

Proceedings of SPIE - The International Society for Optical Engineering

Volumn 6174 II, Issue , 2006, Pages

  Liu, Chengyin ^a   DeWolf, John T ^a  

^a UNIVERSITY OF CONNECTICUT   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONDITION MONITORING; MODAL ANALYSIS; NATURAL FREQUENCIES; VIBRATIONS (MECHANICAL);

CURVED CONCRETE BRIDGES; MODAL FREQUENCIES; STRUCTURAL HEALTH MONITORING;

COMPOSITE BRIDGES;

EID: 33745962866     PISSN: 0277786X     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1117/12.655811     Document Type: Conference Paper

References (7)

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3. Chen, H. and Bicanic, N. (2000) "Assessment of damage in continuum structures based on incomplete modal information", Computer and Structures, 74, 559-570
4. Fu, Y. and DeWolf, J. (2001) "Monitoring and analysis of a bridge with partially restrained bearings", Journal of Bridge Engineering, 6(1), 23-29
5. Lengyel, T. and DeWolf, J. (2003) "Development and implement of a continuous monitoring system on a concrete box girder bridge in Connecticut", Proc., The 4th International Workshop on Structural Health Monitoring, Stanford, CA, 262-269
6. Wahab, M. and Roeck, G (1997), "Effect of temperature on dynamic system parameters of highway bridge", Structural engineering international, IABSE, 266-270
7. Lloyd, G, Wang, M. and Singh, V. (2000), "Observed variations of mode frequencies of a prestressed concrete bridge with temperature", Proc., ASCE 14th Engineering Mechanics Conference, Austin, TX., 190-200