Reference-based stochastic subspace identification for output-only modal analysis B Peeters, G De Roeck Mechanical systems and signal processing 13 (6), 855-878, 1999 | 2038 | 1999 |
One‐year monitoring of the Z24‐Bridge: environmental effects versus damage events B Peeters, G De Roeck Earthquake engineering & structural dynamics 30 (2), 149-171, 2001 | 1386 | 2001 |
Stochastic system identification for operational modal analysis: a review B Peeters, G De Roeck J. Dyn. Sys., Meas., Control 123 (4), 659-667, 2001 | 1319 | 2001 |
Damage detection in bridges using modal curvatures: application to a real damage scenario MMA Wahab, G De Roeck Journal of Sound and vibration 226 (2), 217-235, 1999 | 822 | 1999 |
Vibration-based structural health monitoring using output-only measurements under changing environment A Deraemaeker, E Reynders, G De Roeck, J Kullaa Mechanical systems and signal processing 22 (1), 34-56, 2008 | 776 | 2008 |
Encyclopedia of structural health monitoring C Boller (No Title), 2009 | 735 | 2009 |
An augmented Kalman filter for force identification in structural dynamics E Lourens, E Reynders, G De Roeck, G Degrande, G Lombaert Mechanical systems and signal processing 27, 446-460, 2012 | 591 | 2012 |
Vibration-based damage detection in civil engineering: excitation sources and temperature effects B Peeters, J Maeck, G De Roeck Smart materials and Structures 10 (3), 518, 2001 | 551 | 2001 |
Dealing with uncertainty in model updating for damage assessment: A review E Simoen, G De Roeck, G Lombaert Mechanical Systems and Signal Processing 56, 123-149, 2015 | 545 | 2015 |
Reference-based combined deterministic–stochastic subspace identification for experimental and operational modal analysis E Reynders, G De Roeck Mechanical Systems and Signal Processing 22 (3), 617-637, 2008 | 542 | 2008 |
Uncertainty bounds on modal parameters obtained from stochastic subspace identification E Reynders, R Pintelon, G De Roeck Mechanical systems and signal processing 22 (4), 948-969, 2008 | 539 | 2008 |
Monitoring historical masonry structures with operational modal analysis: two case studies LF Ramos, L Marques, PB Lourenço, G De Roeck, A Campos-Costa, ... Mechanical systems and signal processing 24 (5), 1291-1305, 2010 | 537 | 2010 |
Fully automated (operational) modal analysis E Reynders, J Houbrechts, G De Roeck Mechanical systems and signal processing 29, 228-250, 2012 | 534 | 2012 |
Structural damage identification using modal data. I: Simulation verification WX Ren, G De Roeck Journal of Structural Engineering 128 (1), 87-95, 2002 | 457 | 2002 |
Structural damage identification of the highway bridge Z24 by FE model updating A Teughels, G De Roeck Journal of Sound and Vibration 278 (3), 589-610, 2004 | 450 | 2004 |
Damage assessment by FE model updating using damage functions A Teughels, J Maeck, G De Roeck Computers & structures 80 (25), 1869-1879, 2002 | 337 | 2002 |
Joint input-response estimation for structural systems based on reduced-order models and vibration data from a limited number of sensors E Lourens, C Papadimitriou, S Gillijns, E Reynders, G De Roeck, ... Mechanical Systems and Signal Processing 29, 310-327, 2012 | 322 | 2012 |
Reference based stochastic subspace identification in civil engineering B Peeters, G De Roeck Inverse problems in Engineering 8 (1), 47-74, 2000 | 322 | 2000 |
Structural damage identification using modal data. II: Test verification WX Ren, G De Roeck Journal of Structural Engineering 128 (1), 96-104, 2002 | 280 | 2002 |
Output-only structural health monitoring in changing environmental conditions by means of nonlinear system identification E Reynders, G Wursten, G De Roeck Structural Health Monitoring 13 (1), 82-93, 2014 | 272 | 2014 |