Michael Willford
- Vegas High Roller: Giant Observation Wheel Design. Vorgetragen bei: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013. :
- Wind Comfort Studies for the Vegas High Roller Observation Wheel. Vorgetragen bei: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013. :
- A damping model for nonlinear dynamic analysis providing uniform damping over a frequency range. In: Computers & Structures, v. 212 (Februar 2019). (2019):
- briefing on pedestrian-induced lateral vibration of footbridges. In: Revue française de Génie civil, v. 4, n. 6 (Januar 2000). (2000):
- 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). (2016):
- 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 (Dezember 2007). (2007):
- (2008): Damping in tall buildings – uncertainties and solutions. Vorgetragen bei: 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. Vorgetragen bei: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008.
- La passerelle du Millennium à Londres. In: Bulletin ouvrages métalliques, n. 2 ( 2002). (2002):
- A validated acoustic prediction tool for the design of railway bridges. In: The Arup Journal, v. 35, n. 1 ( 2000). (2000):
- Dynamic actions and reactions of pedestrians. Vorgetragen bei: Footbridge 2002, Paris, 20-22.11.2002. (2002):
- Key results of modal testing of the Millennium bridge, London. Vorgetragen bei: Footbridge 2002, Paris, 20-22.11.2002. (2002):
- London Millennium Bridge: Pedestrian-Induced Lateral Vibration. In: Journal of Bridge Engineering (ASCE), v. 6, n. 6 (November - Dezember 2001). (2001):