Michael Willford
- Vegas High Roller: Giant Observation Wheel Design. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013. :
- Wind Comfort Studies for the Vegas High Roller Observation Wheel. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013. :
- A damping model for nonlinear dynamic analysis providing uniform damping over a frequency range. Dans: Computers & Structures, v. 212 (février 2019). (2019):
- briefing on pedestrian-induced lateral vibration of footbridges. Dans: Revue française de Génie civil, v. 4, n. 6 (janvier 2000). (2000):
- Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience. Dans: Journal of Structural Engineering (ASCE), v. 142, n. 8 (août 2016). (2016):
- Case study using the Los Angeles tall buildings structural design council guidelines: 40-storey concrete core wall building. Dans: The Structural Design of Tall and Special Buildings, v. 16, n. 5 (décembre 2007). (2007):
- (2008): Damping in tall buildings – uncertainties and solutions. Présenté pendant: 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. Présenté pendant: 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. Dans: Bulletin ouvrages métalliques, n. 2 ( 2002). (2002):
- A validated acoustic prediction tool for the design of railway bridges. Dans: The Arup Journal, v. 35, n. 1 ( 2000). (2000):
- Dynamic actions and reactions of pedestrians. Présenté pendant: Footbridge 2002, Paris, 20-22.11.2002. (2002):
- Key results of modal testing of the Millennium bridge, London. Présenté pendant: Footbridge 2002, Paris, 20-22.11.2002. (2002):
- London Millennium Bridge: Pedestrian-Induced Lateral Vibration. Dans: Journal of Bridge Engineering (ASCE), v. 6, n. 6 (novembre - décembre 2001). (2001):