Temperature-Based Structural Identification of Long-Span Bridges

AbstractTemperature-based structural identification (TBSI) is a quantitative structural evaluation approach that relies on responses resulting from temperature fluctuations. Through this approach, the transfer function that defines how thermal induced strains give rise to global displacements and restrained member forces can be captured. This input-output relationship is highly sensitive to mechanisms that pose modeling challenges, such as boundary and continuity conditions, and thus is quite valuable within the model updating process. The method follows the traditional structural identification (St-Id) framework with a priori modeling, experimentation, and model calibration steps appropriately modified to allow for the measurement and simulation of temperature-induced responses. TBSI was evaluated through the use of simulations and laboratory experiments and then implemented to identify an arch bridge. In addition, a comparative study was performed with an independent evaluation of the same bridge using ...

[1]  A. Emin Aktan,et al.  CONDITION AND DAMAGE ASSESSMENT: ISSUES AND SOME PROMISING INDICES , 2002 .

[2]  Wei-Xin Ren,et al.  Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge , 2005 .

[3]  Arthur J. Helmicki,et al.  Structural Identification for Condition Assessment: Experimental Arts , 1997 .

[4]  Yoshifumi Sakamoto,et al.  Forced and Ambient Vibration Tests and Vibration Monitoring of Hakucho Suspension Bridge , 2000 .

[5]  Guido De Roeck,et al.  One-year monitoring of the Z24-Bridge : environmental effects versus damage events , 2001 .

[6]  Joel P. Conte,et al.  Dynamic Testing of Alfred Zampa Memorial Bridge , 2008 .

[7]  A. M. Abdel-Ghaffar,et al.  Ambient Vibration Studies of Golden Gate Bridge , 1985 .

[8]  Alessandro De Stefano,et al.  Vibration-based monitoring of civil infrastructure: challenges and successes , 2011 .

[9]  Filipe Magalhães,et al.  Ambient vibration re-testing and operational modal analysis of the Humber Bridge , 2010 .

[10]  Piotr Omenzetter,et al.  Assessment of highway bridge upgrading by dynamic testing and finite element model updating , 2003 .

[11]  A. Emin Aktan,et al.  Structural identification of constructed systems : approaches, methods, and technologies for effective practice of St-Id , 2013 .

[12]  A. Emin Aktan,et al.  Structural identification of Commodore Barry Bridge , 2000, Smart Structures.

[13]  A. M. Abdel-Ghaffar,et al.  Ambient Vibration Studies of Golden Gate Bridge: I. Suspended Structure , 1985 .

[14]  James T. P. Yao,et al.  Structural Identification Concept , 1978 .

[15]  Ahmet E. Aktan,et al.  Limitations in Structural Identification of Large Constructed Structures , 2007 .

[16]  Matthew Yarnold,et al.  Temperature-based structural identification and health monitoring for long-span bridges , 2013 .

[17]  Jian Zhang,et al.  Experimental Vibration Analysis for Structural Identification of a Long-Span Suspension Bridge , 2013 .

[18]  James L. Beck,et al.  Structural identification using linear models and earthquake records , 1980 .