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    Jet Stopping Distance and Behavior in a Regional Airport EMAS 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 005
    Author(s): Ernest Heymsfield
    Publisher: American Society of Civil Engineers
    Abstract: An aircraft overrun occurs when an aircraft is unable to stop within the design runway length. To promote safety at United States airports, the Federal Aviation Administration (FAA) requires airports to have a runway safety ...
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    Predicting Aircraft Stopping Distances within an EMAS 

    Source: Journal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Ernest Heymsfield
    Publisher: American Society of Civil Engineers
    Abstract: An overrun is an accident/incident in which an aircraft is unable to stop within the design runway length. To minimize the adverse consequences of an overrun, the Federal Aviation Administration (FAA) requires airports to ...
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    Probabilistic Approach for Determination of Liquefaction Potential 

    Source: Journal of Energy Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): Ernest Heymsfield
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the susceptibility of soil to liquefaction using a probabilistic approach. In order to determine the factor of safety against the potential for liquefaction, a Monte Carlo approach to the probabilistic ...
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    Performance and Rehabilitation of Type L FAA Airport Traffic Control Tower at San Carlos, California, for Seismic Loading 

    Source: Journal of Performance of Constructed Facilities:;2002:;Volume ( 016 ):;issue: 002
    Author(s): James Wilcoski; Ernest Heymsfield
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a seismic evaluation of the San Carlos airport traffic control tower (ATCT) in San Carlos, California, that describes the tower, presents the seismic evaluation of the tower, and defines a rehabilitation ...
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    Evaluating Arkansas Weathering Steel Bridge Performance 

    Source: Journal of Performance of Constructed Facilities:;2023:;Volume ( 037 ):;issue: 005:;page 04023041-1
    Author(s): Yessenia Gonzalez; Ernest Heymsfield
    Publisher: ASCE
    Abstract: Weathering steel enhances corrosion-resistant steel features over conventional steel when a patina properly forms on the weathering steel surface. The patina is a dense protective oxide film layer that develops on the steel ...
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    Investigating Oxide Film Degradation at Arkansas Weathering Steel Bridges 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 003:;page 04024013-1
    Author(s): Ernest Heymsfield; Yessenia Gonzalez
    Publisher: American Society of Civil Engineers
    Abstract: Uncoated weathering steel (UWS) is used for bridges to minimize maintenance costs incurred due to possible steel corrosion. State highway departments often use weathering steel for bridges with the expectation that the ...
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    Implementing Gigapixel Technology in Highway Bridge Inspections 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): Ernest Heymsfield; Mark L. Kuss
    Publisher: American Society of Civil Engineers
    Abstract: The current number of deficient U.S. bridges makes the evaluation of bridge condition paramount to a state highway department in developing a bridge management system. State DOTs routinely visually inspect bridges on ...
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    Retrofitting Short-Span Precast Channel Beam Bridges Constructed without Shear Reinforcement 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 003
    Author(s): Ernest Heymsfield; Stephan A. Durham
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates retrofitting precast, nonprestressed, channel beams (PCB) used in short-span bridges to improve beam shear strength and, consequently, beam ductility. Three retrofit approaches were investigated: ...
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    Inspection of Luling Bridge Cable Stays: Case Study 

    Source: Journal of Construction Engineering and Management:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Mary E. Elliott; Ernest Heymsfield
    Publisher: American Society of Civil Engineers
    Abstract: Most cable-stayed bridges in the United States have been built in the last 30 years. As the number of existing cable-stayed bridges increase, one problem continues to arise—how to inspect the cable stays for corrosion and ...
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    Evaluating the Continuous Deck Placement Sequence Approach at Steel Bridges Using a Time-Dependent Numerical Analysis 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 005:;page 04024028-1
    Author(s): Ernest Heymsfield; Cameron D. Murray; Abdul Aziz Salah; Fernando Benitez-Ortiz
    Publisher: American Society of Civil Engineers
    Abstract: Concrete bridge deck cracking can cause serious serviceability issues during a bridge’s design life and compromise a bridge’s structural strength. Early age concrete bridge deck cracking occurs within a month of the concrete ...
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