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

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 008
    Author(s): Carlos Molina Hutt; Ibrahim Almufti; Michael Willford; Gregory Deierlein
    Publisher: American Society of Civil Engineers
    Abstract: In areas of high seismicity in the United States, the design of many existing tall buildings followed guidelines that do not provide an explicit understanding of performance during major earthquakes. This paper presents ...
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    Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 008
    Author(s): Carlos Molina Hutt; Ibrahim Almufti; Michael Willford; Gregory Deierlein
    Publisher: American Society of Civil Engineers
    Abstract: In areas of high seismicity in the United States, the design of many existing tall buildings followed guidelines that do not provide an explicit understanding of performance during major earthquakes. This paper presents ...
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    London Millennium Bridge: Pedestrian-Induced Lateral Vibration 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
    Author(s): Pat Dallard; Tony Fitzpatrick; Anthony Flint; Angus Low; Roger Ridsdill Smith; Michael Willford; Mark Roche
    Publisher: American Society of Civil Engineers
    Abstract: The London Millennium Footbridge is located across the Thames River in Central London. At its opening on June 10, 2000, the bridge experienced pedestrian-induced lateral vibration. Observations on the day of opening and ...
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