SHEAR DEFORMATION CORRECTION TO TRANSVERSE SHAPE RECONSTRUCTION FROM DISTRIBUTED STRAIN MEASUREMENTS
暂无分享，去创建一个
[1] Daniele Inaudi,et al. Mathematical model for the determination of the vertical displacement from internal horizontal measurements of a bridge , 1996, Smart Structures.
[2] Michael A. Davis,et al. Fiber grating sensors , 1997 .
[3] Perambur S. Neelakanta,et al. Recursive Estimation of Displacement and Velocity in a Cantilever Beam Using a Measured Set of Distributed Strain Data , 1995 .
[4] M. Papadopoulos,et al. Sensor placement methodologies for dynamic testing , 1998 .
[5] E. Haugse,et al. Using Modal Test Results to Develop Strain to Displacement Transformations , 1995 .
[6] James S. Sirkis,et al. Fiber optic Bragg grating array for shape and vibration mode sensing , 1994, Smart Structures.
[7] Steven B. Chase,et al. NONDESTRUCTIVE EVALUATION FOR BRIDGE MANAGEMENT IN THE NEXT CENTURY , 1997 .
[8] G. Cowper. The Shear Coefficient in Timoshenko’s Beam Theory , 1966 .
[9] D F Mazurek,et al. DAMAGE DETECTABILITY IN BRIDGE STRUCTURES BY VIBRATIONAL ANALYSIS , 1992 .
[10] Michael A. Davis,et al. Preliminary results on the monitoring of an in-service bridge using a 32-channel fiber Bragg grating sensor system , 1998 .
[11] Tae W. Lim,et al. Strain-based shape estimation algorithms for a cantilever beam , 1997, Smart Structures.
[12] R. Measures,et al. Fiber-optic Bragg grating sensors for bridge monitoring , 1997 .
[13] S. Timoshenko,et al. Theory of elasticity , 1975 .