Michael Willford

发表

Wind Comfort Studies for the Vegas High Roller Observation Wheel

Ibrahim Almufti, Michael Willford, Mary Ferguson, 2013 .

Case study using the Los Angeles tall buildings structural design council guidelines: 40-storey concrete core wall building

Limin Jin, Michael Willford, Atila Zekioglu, 2007 .

Seismic Loss and Downtime Estimates of Existing Tall Buildings and Strategies for Increased Resilience

Gregory G. Deierlein, Ibrahim Almufti, Michael Willford, 2014 .

Improved methodologies for the prediction of footfall-induced vibration

Michael Willford, Caroline Field, P. Young, 2005, SPIE Optics + Photonics.

Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience

Gregory G. Deierlein, Ibrahim Almufti, Michael Willford, 2016 .

The REDi Rating System: A Framework to Implement Resilience-based Earthquake Design for New Buildings

Ibrahim Almufti, Michael Willford, M. Willford, 2014 .

Equivalent linear and nonlinear site response analysis for design and risk assessment of safety-related nuclear structures

Andrew S. Whittaker, Ibrahim Almufti, Michael Willford, 2014 .

The damped outrigger concept for tall buildings

Michael Willford, Rob J. Smith, M. Willford, 2007 .

A briefing on pedestrian-induced lateral vibration of footbridges

Angus Low, Pat Dallard, Michael Willford, 2000 .

Prediction and Measurement of Stadia Dynamic Properties

Aleksandar Pavic, Michael Willford, Paul Reynolds, 2005 .

Recommendations for Seismic Design of Reinforced Concrete Wall Buildings Based on Studies of the 2010 Maule, Chile Earthquake | NIST

Jack P. Moehle, Dawn E. Lehman, John W. Wallace, 2014 .

Dynamic actions and reactions of pedestrians

Michael Willford, 2002 .

LONDON MILLENNIUM BRIDGE: PEDESTRIAN-INDUCED LATERAL VIBRATION

Angus Low, Michael Willford, Mark Roche, 2001 .

Incorporation of Velocity Pulses in Design Ground Motions for Response History Analysis Using a Probabilistic Framework

Dn Grant, Ibrahim Almufti, Michael Willford, 2015 .

Numerical Methods in Site Response Analysis for Nuclear Applications

Andrew S. Whittaker, Ibrahim Almufti, Michael Willford, 2013 .

A Review of Code and Performance Based Seismic Design Procedures of Reinforced Concrete High-rise Building Structures

Huseyin Darama, Michael Willford, Atila Zekioglu, 2008 .

Dynamic Considerations in the Design of High-Speed Railway Bridges

Michael Willford, Kubilay Hicyilmaz, Karl Pratt, 2004 .

NEHRP Seismic Design Technical Brief No. 4 - Nonlinear Structural Analysis for Seismic Design: A Guide for Practicing Engineers | NIST

Gregory G. Deierlein, Michael Willford, Andrei Reinhorn, 2010 .

Vegas High Roller: Giant Observation Wheel Design

Michael Willford, Jason Krolicki, Brandon Sullivan, 2013 .

Nonlinear Analysis Research and Development Program for Performance-Based Seismic Engineering | NIST

Jonathan P. Stewart, Finley A. Charney, Laura N. Lowes, 2013 .

Improved Approach for Modeling Nonlinear Site Response of Highly Strained Soils: Case Study of the Service Hall Array in Japan

Ibrahim Almufti, Michael Willford, Ramin Motamed, 2016 .

PEDESTRIAN-INDUCED VIBRATION OF FOOTBRIDGES

Angus Low, Michael Willford, Pat Dallard, 2000 .

Key results of modal testing of the Millennium Bridge, London

Aleksandar Pavic, Paul Reynolds, Michael Willford, 2002 .

Improved Methodologies for the Prediction of Footfall-Induced Vibration

Michael Willford, Caroline Field, P. Young, 2006 .

Damping in tall buildings – uncertainties and solutions

Michael Willford, Rob J. Smith, 2008 .