Numerical investigation of temperature effect on modal parameters of the China national aquatics center

Structural Health Monitoring 2009: From System Integration to Autonomous Systems - Proceedings of the 7th International Workshop on Structural Health Monitoring, IWSHM 2009

Volumn 2, Issue , 2009, Pages 1503-1510

  Li, H ^a   Zhang, D ^a   Bao, Y ^a   Zhou, F ^a   Ou, J ^a,b  

^a HARBIN INSTITUTE OF TECHNOLOGY   (China)

^b DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE BEAMS AND GIRDERS; MODAL ANALYSIS; MONITORING; TEMPERATURE; TEMPERATURE DISTRIBUTION;

INNER FORCES; MODAL PARAMETERS; NUMERICAL INVESTIGATIONS; SPACE STRUCTURE; TEMPERATURE-INDUCED;

STRUCTURAL HEALTH MONITORING;

EID: 84944685370     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (3)

1. Sohn H., M. Dzwonczyk, E.G. Straser, A.S. Kiremidjian, K.H. Law and T. Meng. 1999. "An Experimental Study of Temperature Effect on Modal Parameters of the Alamosa Canyon Bridge," Earthquake Engineering and Structural Dynamics, 28: 879-897.
2. Peeters B. and G. D. Roeck. 2001. "One-Year Monitoring of the Z24-Bridge: Environmental Effects Versus Damage Events," Earthquake Engineering and Structural Dynamics, 30: 149-171.
3. Xia, Y., H. Hao, G. Zanardo and A. Deeks. 2006. "Long Term Vibration Monitoring of an RC Slab: Temperature and Humidity Effect," Engineering Structures, 28: 441-452.