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    Experimental Study on Passive Negative Stiffness Damper for Cable Vibration Mitigation 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Xiang Shi; Songye Zhu; Billie F. Spencer
    Publisher: American Society of Civil Engineers
    Abstract: Stay cables are vulnerable to excessive vibration because of their inherently low damping properties. Described in this paper is an experimental investigation of the vibration control performance due to passive negative ...
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    Model-Based Feedforward-Feedback Actuator Control for Real-Time Hybrid Simulation 

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 007
    Author(s): Brian M.; Phillips; Billie F.; Spencer; Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Substructure hybrid simulation is a powerful, cost-effective alternative for testing structural systems, closely coupling numerical simulation and experimental testing to obtain the complete response of a structure. In ...
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    Maintaining Bridge Alignment during Seismic Events: Shear Key Design and Implementation Guidelines 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 005
    Author(s): Lueqin Xu; Peiyao Fu; Billie F. Spencer
    Publisher: ASCE
    Abstract: Shear keys are widely used in small-to-medium–span highway bridges to restrain the superstructure laterally. Owing to deficiencies in the existing design codes in China, shear keys were damaged extensively in bridges that ...
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    Model-Based Multiactuator Control for Real-Time Hybrid Simulation 

    Source: Journal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 002
    Author(s): Brian M.; Phillips; Billie F.; Spencer; Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Hybrid simulation combines numerical simulation and experimental testing in a loop of action and reaction to capture the dynamic behavior of a structure. With an extended time scale, convergence of the desired displacements ...
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    Multiscale Random Fields-Based Damage Modeling and Analysis of Concrete Structures 

    Source: Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Hao Zhou; Jie Li; Billie F. Spencer
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides a new approach to incorporating the stochastic nature of damage constitutive relations in the finite-element analysis of concrete structures. Within the framework of stochastic damage mechanics, the ...
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    Vision-Based Monitoring of Post-Tensioned Diagonals on Miter Lock Gate 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Brian A. Eick; Yasutaka Narazaki; Matthew D. Smith; Billie F. Spencer
    Publisher: ASCE
    Abstract: Miter gates are structures that act as both the damming surface and doorway of lock chambers and are commonly found on American rivers. Miter gates are assumed to have very little torsional stiffness, and their geometry ...
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    Estimation of Dynamic Interstory Drift in Buildings Using Wireless Smart Sensors 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024044-1
    Author(s): Fernando Gomez; Yuguang Fu; Tu Hoang; Kirill Mechitov; Billie F. Spencer
    Publisher: ASCE
    Abstract: Interstory drift response is one of most important quantities to quickly assess performance and damages in buildings. Nevertheless, direct measurement of interstory drift is difficult and expensive, because a stationary ...
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    Hybrid Model for Railroad Bridge Dynamics 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Robin E. Kim; Fernando Moreu; Billie F. Spencer
    Publisher: American Society of Civil Engineers
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    Bayesian Updating of Fragility Functions Using Hybrid Simulation 

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 007
    Author(s): Jian; Li; Billie F.; Spencer; Jr.; Amr S.; Elnashai
    Publisher: American Society of Civil Engineers
    Abstract: The accuracy of fragility functions is critical for regional risk and loss estimations. This paper proposes a two-stage approach to generate improved fragility functions for engineering structures using field measurement ...
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    Corrosion Estimation of a Historic Truss Bridge Using Model Updating 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 007
    Author(s): Shinae; Jang; Jian; Li; Billie F.; Spencer; Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Bridge structures are valuable national assets for transportation and economy that should be maintained properly for continuous stable operation. Corrosion is common in steel bridges; severe corrosion may result in significant ...
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