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ACKNOWLEDGEMENTS The authors wish to acknowledge the funding association – FCT, Portugal - for supporting the installation of the monitoring system in Cabril dam (REEQ/815/ECM/2005) and for the PhD grant SFRH/BD/116417/2016. REFERENCES [1] OLIVEIRA S. Continuous monitoring system for the dynamic performance assessment of arch dams. Sub-program D, in Study of evolutive deterioration processes in concrete dams. Safety control over time. National Program for Scientic Re-equipment, funded by FCT (REEQ/815/ECM/2005), 2002. [2] OLIVEIRA S., MENDES P. Development of a Cabril dam finite element model for dynamic analysis using ambient vibration test results. III ECCSM, LNEC, Lisbon, 2006. [3] OLIVEIRA S., ESPADA M., CÂMARA, R. Long-term dynamic monitoring of arch dams. The case of Cabril dam, Portugal. 15th World Conference on Earthquake Engineering, Lisbon, 2012. [4] PEETERS B. System identification and damage detection in civil engineering. PhD Thesis, KU Leuven Univ., Belgium, 2000. [5] OLIVEIRA S., FERREIRA I., BERBERAN A., MENDES P., BOAVIDA J., BAPTISTA B. Monitoring the structural integrity of large concrete dams. The case of Cabril dam, Portugal. Hydro2010, Lisbon, 2010. [6] OLIVEIRA S., SILVESTRE A., ESPADA M., CÂMARA R. Modelling the dynamic behavior of dam-reservoir-foundation systems considering generalized damping. Development of a 3DFEM state formulation. 9th Int. Conference on Structural Dynamics EURODYN 2014, Porto, Portugal. 2014. [7] OLIVEIRA S., RODRIGUES J., MENDES P., CAMPOS COSTA A. Monitoring and modelling the dynamic behavior of concrete dams. VI National Meeting of Computational Mechanics, Évora, 2003. [8] ZIENKIEWICZ O. C., TAYLOR R. L., ZHU J. Z. The Finite Element Method: Its Basis and Fundamentals. 6th ed., Elsevier Butterworth-Heinemann, 2005. [9] OLIVEIRA S. Monitoring of Dynamic Behavior. Part I: Continuous monitoring systems and models for seismic dam behavior simulation. Water structure dynamic interaction. Dam World Conference, LNEC, Lisboa, 2015. [10] OLIVEIRA S., ALEGRE A., SILVESTRE A., ESPADA M., CÂMARA R. Seismic safety evaluation of Luzzone dam. Use of a 3DFEM state formulation in pressures and displacements. 13th ICOLD Int. Benchmark Workshop on Numerical Analysis of Dams, EPFL, Lausanne, 2015. [11] ALEGRE A., OLIVEIRA S., ESPADA M., CÂMARA, R., LEMOS, V. Hydrodynamic pressures on arch dams. numerical and experimental results. APAET Journal ISSN 1646-7078, Experimental Mechanics, Vol. 28, pp. 55- 62, 2017. 1194