1. Allemang R. J. and Brown D. L. (1982). “A correlation coefficient for modal vector analysis.” Proc. 1st Int. Modal Analysis Conf . Society for Experimental Mechanics Bethel Conn. 110–116.
2. Deger Y. Cantieni R. and Pietrzko S. (1994). “Modal analysis of an arch bridge: experimental finite element analysis and link.” Proc. 12th Int. Modal Analysis Conf. Society for Experimental Mechanics Bethel Conn. 425–432.
3. De Roeck G. Abdel Wahab M. and Claesen W. (1996). System identification using the data dependent system method Version 1.1 Dept. of Civ. Engrg. Katholieke Universiteit te Leuven Leuven Belgium.
4. Filiatrault A. and Felber A. (1993). “Modal analysis and testing of the cable-stayed Shipshaw Bridge in Jonquiere Quebec.” Proc. 11th Int. Modal Analysis Conf. Society for Experimental Mechanics Bethel Conn.
5. Damage to Cable‐Stayed Bridge during 1988 Saguenay Earthquake. II: Dynamic Analysis