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    Clutching Inerter Damper for Multidegree-of-Freedom Base-Isolated Structures: A Numerical Study 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 007:;page 04024036-1
    Author(s): Wyatt Cupp; Nicholas E. Wierschem
    Publisher: American Society of Civil Engineers
    Abstract: Base isolation systems (BISs) are used to isolate equipment or structures from vibration sources; however, the reduction in transmitted loads with the BIS can come at the cost of large isolation layer displacements. The ...
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    Three-Element Vibration Absorber–Inerter for Passive Control of Single-Degree-of-Freedom Structures 

    Source: Journal of Vibration and Acoustics:;2018:;volume( 140 ):;issue: 006:;page 61007
    Author(s): Javidialesaadi, Abdollah; Wierschem, Nicholas E.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this study, a novel passive vibration control device, the three-element vibration absorber–inerter (TEVAI) is proposed. Inerter-based vibration absorbers, which utilize a mass that rotates due to relative translational ...
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    Active Confinement of Reinforced Concrete Bridge Columns Using Shape Memory Alloys 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author(s): Bassem Andrawes; Moochul Shin; Nicholas Wierschem
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents experimental and analytical work conducted to explore the feasibility of using an innovative technique for seismic retrofitting of RC bridge columns using shape memory alloys (SMAs) spirals. The high ...
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    Design of BRBs for and Collapse Performance of Strongback Braced Frames with Varying BRB Configurations 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011:;page 04025189-1
    Author(s): Talley, Peter C.; Denavit, Mark D.; Wierschem, Nicholas E.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractStrongback braced frames (SBFs) are a relatively new structural system with potential benefits to seismic performance, resilience, and design flexibility. Design of SBFs involves selection of energy-dissipating ...
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    Track Nonlinear Energy Sink for Rapid Response Reduction in Building Structures 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Jingjing; Wang; Nicholas E.; Wierschem; Billie F.; Spencer; Jr.; Xilin; Lu
    Publisher: American Society of Civil Engineers
    Abstract: A new type of nonlinear energy sink (NES), termed a track NES, is proposed in this paper. The shape of the track over which the auxiliary mass moves determines the character of the nonlinear restoring force for the NES. ...
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    Evaluation of Methods of Design for Strongback Braced Frames 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 011:;page 04024160-1
    Author(s): Peter C. Talley; Mark D. Denavit; Nicholas E. Wierschem
    Publisher: American Society of Civil Engineers
    Abstract: Strongback braced frames (SBFs) are a relatively new structural system intended to reduce structural damage during seismic events and improve resilience. SBFs combine buckling-restrained braces, which provide the primary ...
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    Realization of a Strongly Nonlinear Vibration-Mitigation Device Using Elastomeric Bumpers 

    Source: Journal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Jie; Luo; Nicholas E.; Wierschem; Larry A.; Fahnestock; Lawrence A.; Bergman; Billie F.; Spencer; Jr.; Mohammad; AL-Shudeifat; D. Michael; McFarland; D. Dane; Quinn; Alexander F.; Vakakis
    Publisher: American Society of Civil Engineers
    Abstract: Recent research has shown the viability of using nonlinear energy-sink (NES) devices for vibration mitigation in mechanical and structural systems. When attached to a primary structure, these lightweight passive devices ...
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    Erratum for “Realization of a Strongly Nonlinear Vibration-Mitigation Device Using Elastomeric Bumpers” by Jie Luo, Nicholas E. Wierschem, Larry A. Fahnestock, Lawrence A. Bergman, Billie F. Spencer Jr., Mohammad AL-Shudeifat, D. Michael McFarland, D. Dane Quinn, and Alexander F. Vakakis 

    Source: Journal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Jie; Luo; Nicholas E.; Wierschem; Larry A.; Fahnestock; Lawrence A.; Bergman; Billie F.; Spencer; Jr.; MohammadAL-Shudeifat; D. Michael; McFarland; D. Dane; Quinn; Alexander F.; Vakakis
    Publisher: American Society of Civil Engineers
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    Experimental Testing and Numerical Simulation of a Six-Story Structure Incorporating Two-Degree-of-Freedom Nonlinear Energy Sink 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author(s): Nicholas E. Wierschem; Jie Luo; Mohammad AL-Shudeifat; Sean Hubbard; Richard Ott; Larry A. Fahnestock; D. Dane Quinn; D. Michael McFarland; B. F. Spencer Jr.; Alexander Vakakis; Lawrence A. Bergman
    Publisher: American Society of Civil Engineers
    Abstract: The nonlinear energy sink (NES) is a fully passive attachment used to rapidly dissipate a significant portion of energy induced in a linear primary structure to which it is attached. In this study, the performance of a ...
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