Dynamic Testing, Finite Element Modeling, and Long-Term Instrumentation of a Box Girder Post-Tensioned Bridge for the Long-Term Bridge Performance Program
暂无分享,去创建一个
[1] Peter Avitabile. Experimental modal analysis : A simple non-mathematical presentation , 2001 .
[2] Tong Zhao,et al. Experimental and Analytical Modal Analysis of Steel Arch Bridge , 2004 .
[3] S. Yehia,et al. Evaluating sensors for bridge health monitoring , 2007, 2007 IEEE International Conference on Electro/Information Technology.
[4] C. Williams,et al. Review of full-scale dynamic testing of bridge structures , 1995 .
[5] Adrian Biran,et al. Matlab for engineers , 1997 .
[6] Ming L. Wang. Long term health monitoring of post-tensioning box girder bridges , 2008 .
[7] Piotr Omenzetter,et al. Application of time series analysis for bridge monitoring , 2006 .
[8] Pedro Galvín,et al. Dynamic analysis of a cable-stayed deck steel arch bridge , 2007 .
[9] John T. DeWolf,et al. Long-term Structural Health Monitoring of a Multi-girder Steel Composite Bridge Using Strain Data , 2009 .
[10] R. Allemang. The Modal Assurance Criterion (MAC): Twenty Years of Use and Abuse , 2005 .
[11] David J. Ewins,et al. Application of MAC in the frequency domain , 2000 .
[12] Samir N. Shoukry,et al. Longterm sensor-based monitoring of an LRFD designed steel girder bridge , 2009 .