Michael Willford
- : Vegas High Roller: Giant Observation Wheel Design. Presented at: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.
- : Wind Comfort Studies for the Vegas High Roller Observation Wheel. Presented at: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.
- (2019): A damping model for nonlinear dynamic analysis providing uniform damping over a frequency range. In: Computers & Structures, v. 212 (February 2019).
- (2000): briefing on pedestrian-induced lateral vibration of footbridges. In: Revue française de Génie civil, v. 4, n. 6 (January 2000).
- (2016): Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience. In: Journal of Structural Engineering (ASCE), v. 142, n. 8 (August 2016).
- (2007): Case study using the Los Angeles tall buildings structural design council guidelines: 40-storey concrete core wall building. In: The Structural Design of Tall and Special Buildings, v. 16, n. 5 (December 2007).
- (2008): Damping in tall buildings – uncertainties and solutions. Presented at: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008.
- (2008): A Review of Code and Performance Based Seismic Design Procedures of Reinforced Concrete High-rise Building Structures. Presented at: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008.
- (2002): La passerelle du Millennium à Londres. In: Bulletin ouvrages métalliques, n. 2 ( 2002).
- (2000): A validated acoustic prediction tool for the design of railway bridges. In: The Arup Journal, v. 35, n. 1 ( 2000).
- (2002): Dynamic actions and reactions of pedestrians. Presented at: Footbridge 2002, Paris, 20-22.11.2002.
- (2002): Key results of modal testing of the Millennium bridge, London. Presented at: Footbridge 2002, Paris, 20-22.11.2002.
- (2001): London Millennium Bridge: Pedestrian-Induced Lateral Vibration. In: Journal of Bridge Engineering (ASCE), v. 6, n. 6 (November - December 2001).
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