Pescara benchmark: overview of modelling, testing and identification
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C. Valente | Stefano Gabriele | L Zuccarino | A Di Evangelista | Fabio Brancaleoni | Luigi Garibaldi | Giuseppe Catania | Stefano Marchesiello | L. Bregant | Antonio Carminelli | Andrea Bellino | Silvio Sorrentino | D Spina | S. Marchesiello | L. Garibaldi | L. Bregant | S. Gabriele | L. Zuccarino | A. Bellino | D. Spina | C. Valente | A. Evangelista | F. Brancaleoni | S. Sorrentino | G. Catania | A. Carminelli
[1] Sudhir K. Jain,et al. Discussion of “Prestress Force Effect on Vibration Frequency of Concrete Bridges” by M. Saiidi, B. Douglas, and S. Feng , 1996 .
[2] Ayaho Miyamoto,et al. Behavior of Prestressed Beam Strengthened with External Tendons , 2000 .
[3] A. D. Kerr. On the dynamic response of a prestressed beam , 1976 .
[4] C. Valente,et al. A new procedure for detecting nonlinearity from transient data using the gabor transform , 1996 .
[5] G. Venkateswara Rao,et al. Free Vibration Behavior of Prestressed Beams , 1986 .
[6] Yeoshua Frostig,et al. Natural frequencies of bonded and unbonded prestressed beams-prestress force effects , 2006 .
[7] Giuseppe Catania,et al. B-spline Shell Finite Element Updating by Means of Vibration Measurements , 2011 .
[8] R. Capozucca,et al. Detection of damage due to corrosion in prestressed RC beams by static and dynamic tests , 2008 .
[9] Kefu Liu,et al. IDENTIFICATION OF LINEAR TIME-VARYING SYSTEMS , 1997 .
[10] T. Hughes,et al. Isogeometric analysis : CAD, finite elements, NURBS, exact geometry and mesh refinement , 2005 .
[11] C. Valente,et al. An Interval Based Technique for FE Model Updating , 2009 .
[12] H. P. Lee,et al. Dynamic response of a cracked beam subject to a moving load , 1994 .
[13] Tommy H.T. Chan,et al. A theoretical study of force identification using prestressed concrete bridges , 2000 .
[14] M. Saiidi,et al. PRESTRESS FORCE EFFECT ON VIBRATION FREQUENCY OF CONCRETE BRIDGES. TECHNICAL NOTE , 1994 .
[15] John E. Mottershead,et al. Finite Element Model Updating in Structural Dynamics , 1995 .
[16] Luigi Garibaldi,et al. Subspace-based identification of nonlinear structures , 2007 .
[17] Keith Worden,et al. Nonlinear system identification of automotive dampers: A time and frequency-domain analysis , 2009 .
[18] É. Savin. DYNAMIC AMPLIFICATION FACTOR AND RESPONSE SPECTRUM FOR THE EVALUATION OF VIBRATIONS OF BEAMS UNDER SUCCESSIVE MOVING LOADS , 2001 .
[19] T. Hayashikawa,et al. Closure of "Dynamic Behavior of Continuous Beams with Moving Loads" , 1981 .
[20] H. Abdul Razak,et al. The effect of corrosion on the natural frequency and modal damping of reinforced concrete beams , 2001 .
[21] Jörg Wauer,et al. Non-smooth and time-varying systems of geometrically nonlinear beams , 2008 .
[22] Daniel J. Inman,et al. A time-varying identification method for mixed response measurements , 2009 .
[23] Luigi Garibaldi,et al. Time-Varying Output-Only Identification of a Cracked Beam , 2009 .
[24] Andrea Dall'Asta,et al. Discussion of "Prestress Force Effect on Vibration Frequency of Concrete Bridges" , 1996 .
[25] Rajendra Singh,et al. IDENTIFICATION OF MULTI-DEGREE-OF-FREEDOM NON-LINEAR SYSTEMS UNDER RANDOM EXCITATIONS BY THE “REVERSE PATH” SPECTRAL METHOD , 1998 .
[26] Xinqun Zhu,et al. MOVING FORCES IDENTIFICATION ON A MULTI-SPAN CONTINUOUS BRIDGE , 1999 .
[27] Shen Rongying,et al. Cubic Velocity Feedback Control of High-Amplitude Vibration of a Nonlinear Plant to a Primary Resonance Excitation , 2007 .
[28] Eldon Hansen,et al. Global optimization using interval analysis , 1992, Pure and applied mathematics.
[29] Spilios D. Fassois,et al. Parametric time-domain methods for non-stationary random vibration modelling and analysis — A critical survey and comparison , 2006 .
[30] Gyorgy Deak,et al. Discussion of “Prestress Force Effect on Vibration Frequency of Concrete Bridges” by M. Saiidi, B. Douglas, and S. Feng , 1996 .
[31] M. N. Cerri,et al. IDENTIFICATION OF DAMAGE IN REINFORCED CONCRETE BEAMS SUBJECTED TO CORROSION , 2000 .
[32] Siu-Seong Law,et al. Damage detection in simply supported concrete bridge structure under moving vehicular loads , 2007 .
[33] C. Manohar,et al. Nonlinear reduced models for beam damage detection using data on moving oscillator–beam interactions , 2004 .
[34] D. J. Ewins,et al. Modal Testing: Theory and Practice , 1984 .