Investigation of the pre-stress loss in the dynamical behaviour of concrete beams

[1]  Chanakya Arya,et al.  Buckling resistance of unstiffened webs , 2009 .

[2]  A. Carpinteri Post-peak and post-bifurcation analysis of cohesive crack propagation , 1989 .

[3]  Jeong‐Tae Kim,et al.  Improved damage identification method based on modal information , 2002 .

[4]  Guido De Roeck,et al.  System Identification and Damage Detection of a Prestressed Concrete Beam , 2006 .

[5]  Hoon Sohn,et al.  Environmental variability of modal properties , 1999 .

[6]  Nuno M. M. Maia,et al.  DAMAGE DETECTION USING THE FREQUENCY-RESPONSE-FUNCTION CURVATURE METHOD , 1999 .

[7]  Guido De Roeck,et al.  The state‐of‐the‐art of damage detection by vibration monitoring: the SIMCES experience , 2003 .

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

[9]  Charles R. Farrar,et al.  Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review , 1996 .

[10]  Guido De Roeck,et al.  Damage identification on the Z24-bridge using vibration monitoring analysis , 2000 .

[11]  M. Saiidi,et al.  PRESTRESS FORCE EFFECT ON VIBRATION FREQUENCY OF CONCRETE BRIDGES. TECHNICAL NOTE , 1994 .

[12]  Reynolds P. Pavic A and Ibrahim Z. Changes of Modal Properties of a Stadium Structure Occupied by Crowd , 2004 .

[13]  Charles R. Farrar,et al.  Variability of modal parameters measured on the alamosa canyon bridge , 1996 .