P. Verboven, E. Parloo, P. Guillaume, and M. Van-overmeire, AUTONOMOUS STRUCTURAL HEALTH MONITORING???PART I: MODAL PARAMETER ESTIMATION AND TRACKING, Mechanical Systems and Signal Processing, vol.16, issue.4, pp.637-657, 2002.
DOI : 10.1006/mssp.2002.1492

S. Vanlanduit, P. Verboven, P. Guillaume, and J. Schoukens, An automatic frequency domain modal parameter estimation algorithm, Journal of Sound and Vibration, vol.265, issue.3, pp.647-661, 2003.
DOI : 10.1016/S0022-460X(02)01461-X

B. Peeters and G. De-roeck, One-year monitoring of the Z 24-Bridge: environmental effects versus damage events, Earthquake engineering & structural dynamics, pp.149-171, 2001.

J. M. Brownjohn and E. P. Carden, Tracking the effects of changing environmental conditions on the modal parameters of Tamar Bridge, Pro- 390 ceedings of The 3rd international conference on structural health monitoring and intelligent infrastructure, 2007.

A. Deraemaeker, E. Reynders, G. De-roeck, and J. Kullaa, Vibration-based structural health monitoring using output-only measurements under changing environment, Mechanical systems and signal processing, pp.34-56, 2008.

P. Andersen, R. Brincker, M. Goursat, and L. , Automated modal parameter estimation for operational modal analysis of large systems, Proceedings of The 2nd International Operational Modal Analysis Conference (IOMAC), pp.299-308, 2007.

F. Magalhães, ´. A. Cunha, and E. Caetano, Dynamic monitoring of a long span arch bridge, Engineering Structures, vol.30, issue.11, pp.3034-3044, 2008.
DOI : 10.1016/j.engstruct.2008.04.020

F. Magalhaes, A. Cunha, and E. Caetano, Online automatic identification of the modal parameters of a long span arch bridge, Mechanical Systems and Signal Processing, vol.23, issue.2, pp.316-329, 2009.
DOI : 10.1016/j.ymssp.2008.05.003

F. Poncelet, G. Kerschen, and J. C. , In-orbit vibration testing of space- 410 craft structures, Proceeding in the International Conference on noise and vibration Engineering, 2008.

R. Brincker, P. Andersen, and N. Jacobsen, Automated frequency domain decomposition for operational modal analysis, in: Proceedings of The 25th International Modal Analysis Conference (IMAC) Automated output-only dynamic identification of civil engineering structures, Journal of Mechanical Systems and Signal Processing, vol.24, issue.3, pp.415-678, 2007.

M. K. Vakilzadeh, V. Yaghoubi, A. T. Johansson, and T. J. Abrahamsson, Towards an Automatic Modal Parameter Estimation Framework: Mode 420

J. Antoni and M. Badaoui, The Discrete-Time Random Decrement Technique: Closed-form Solutions for the Blind Identification of SIMO Systems Modal identification based on continuous wavelet transform and ambient excitation tests, International Conference on SSI, pp.425-2023, 2011.

A. Mikael, P. Gueguen, P. Bard, P. Roux, and M. Langlais, The Analysis of Long???Term Frequency and Damping Wandering in Buildings Using the Random Decrement Technique, Bulletin of the Seismological Society of America, vol.103, issue.1, pp.236-246, 2013.
DOI : 10.1785/0120120048

URL : https://hal.archives-ouvertes.fr/hal-00790354

P. Gueguen, M. Langlais, P. Roux, J. Schinkmann, and I. , Douste-Bacqué, Frequency and Damping Wandering in Existing Buildings Using the Random Decrement Technique, EWSHM-7th European Workshop on Structural 435 Health Monitoring, 2014.

H. A. Cole, On-The-Line Analysis of Random Vibrations, pp.68-288, 1968.

S. R. Ibrahim, Random Decrement Technique for Modal Identification of Structures, Journal of Spacecraft and Rockets, vol.14, issue.11, pp.696-700, 1977.
DOI : 10.2514/3.57251

J. K. Vandiver, A. B. Dunwoody, R. B. Campbell, and M. F. Cook, A Mathematical Basis for the Random Decrement Vibration Signature Analysis Technique, Journal of Mechanical Design, vol.104, issue.2, pp.440-307, 1982.
DOI : 10.1115/1.3256341

M. Durnerin, Une stratégie pour l'interprétation en analyse spectrale. Détection et caractérisation des composantes d'un spectre, 1999.

Z. Li, N. Martin, M. Vieira, and P. Guéguen, Parameter estimation of shorttime multi-component signals using damped-amplitude & polynomialfrequency model, Statistical Signal Processing Workshop (SSP), 2011.
URL : https://hal.archives-ouvertes.fr/hal-00609194

S. Kirkpatrick, Optimization by simulated annealing: Quantitative studies, Journal of Statistical Physics, vol.21, issue.5-6, pp.975-986, 1984.
DOI : 10.1007/BF01009452

M. Perrault, P. Guéguen, A. Aldea, and D. Sorin, Reducing the uncertainties of the fragility curves using experimental testing in existing buildings: the 460 case of the BRD Tower of Buccarest (Romania, Earthquake Engineering and Engineering Vibration

J. C. Asmussen, Modal analysis based on the random decrement technique: application to civil engineering structures, p.unknown, 1997.

F. Nasser, Automatic modal variation tracking via a filter-free random 465 decrement technique, Application to ambient vibration recordings on highrise buildings, 2015.