Carlos Moutinho 
- (2023): Contributions for enhanced tracking of (onshore) wind turbines modal parameters. In: Engineering Structures, v. 274 (Januar 2023).
- (2022): Continuous dynamic monitoring of a large‐span arch bridge with wireless nodes based on MEMS accelerometers. In: Structural Control and Health Monitoring, v. 29, n. 7 (März 2022).
- (2020): Monitoring solutions for large movable scaffolding systems. Vorgetragen bei: IABSE Conference: Risk Intelligence of Infrastructures, Seoul, South Korea, 9-10 November 2020.
- (2021): Modal identification of concrete dams under natural excitation. In: Journal of Civil Structural Health Monitoring, v. 11, n. 2 (Januar 2021).
- (2020): Continuous Dynamic Monitoring of Human-Induced Vibrations at the Luiz I Bridge. In: Journal of Bridge Engineering (ASCE), v. 25, n. 8 (August 2020).
- (2020): Active human‐structure interaction during jumping on floors. In: Structural Control and Health Monitoring, v. 27, n. 3 (4 Februar 2020).
- (2008): The Role of Dynamic Testing in Design, Construction and Long-Term Monitoring of Lively Footbridges. Vorgetragen bei: Footbridge 2008 - Footbridges for Urban Renewal, Third International Conference on Footbridges, 2-4 July 2008, Porto, Portugal.
- (2012): Monitoring of Environmental Effects on Modal Estimates of Large Structures. Vorgetragen bei: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012.
- (2014): Analysis of dynamic and fatigue effects in an old metallic riveted bridge. In: Journal of Constructional Steel Research, v. 99 (August 2014).
- (2018): Proposal of optimum tuning of semiactive TMDs used to reduce harmonic vibrations based on phase control strategy. In: Structural Control and Health Monitoring, v. 25, n. 4 (April 2018).
- (2018): On-board data synchronization in wireless structural health monitoring systems based on phase locking. In: Structural Control and Health Monitoring, v. 25, n. 11 (November 2018).
- (2012): An alternative methodology for designing tuned mass dampers to reduce seismic vibrations in building structures. In: Earthquake Engineering and Structural Dynamics, v. 41, n. 14 (November 2012).
- (2018): Dynamic identification and continuous dynamic monitoring of bridges: different applications along bridges life cycle. In: Structure and Infrastructure Engineering, v. 14, n. 4 (Dezember 2018).
- (2010): LabVIEW toolkits for output-only modal identification and long-term dynamic structural monitoring. In: Structure and Infrastructure Engineering, v. 6, n. 5 (Oktober 2010).
- (2010): Studies for controlling human-induced vibration of the Pedro e Inês footbridge, Portugal. Part 2: Implementation of tuned mass dampers. In: Engineering Structures, v. 32, n. 4 (April 2010).
- (2016): Weigh-in-motion implementation in an old metallic railway bridge. In: Engineering Structures, v. 123 (September 2016).
- (2015): Testing a simple control law to reduce broadband frequency harmonic vibrations using semi-active tuned mass dampers. In: Smart Materials and Structures, v. 24, n. 5 (Mai 2015).
- (2010): Studies for controlling human-induced vibration of the Pedro e Inês footbridge, Portugal. Part 1: Assessment of dynamic behaviour. In: Engineering Structures, v. 32, n. 4 (April 2010).
- (2011): Vandal Loads and Induced Vibrations on a Footbridge. In: Journal of Bridge Engineering (ASCE), v. 16, n. 3 (Mai 2011).
- (2017): Application of the Tuned Mass Damper Concept to the Modelling of Pedestrian-Structure Interaction. Vorgetragen bei: Footbridge 2017 Berlin - Tell A Story, 6-8.9.2017, Technische Universität Berlin (TU Berlin).
- (2008): Lessons from the Practical Implementation of a Passive Control System at the new Coimbra Footbridge. Vorgetragen bei: Footbridge 2008 - Footbridges for Urban Renewal, Third International Conference on Footbridges, 2-4 July 2008, Porto, Portugal.
- (2015): Continuous dynamic monitoring of lively footbridges. Vorgetragen bei: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015.
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