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    Hybrid Simulation with Improved Operator-Splitting Integration Using Experimental Tangent Stiffness Matrix Estimation 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author(s): Mehdi Ahmadizadeh; Gilberto Mosqueda
    Publisher: American Society of Civil Engineers
    Abstract: Improved numerical integration procedures are essential for the extension of hybrid numerical and experimental simulation to large and complex structural systems. While implicit integration algorithms are widely used in ...
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    Simplified Nonlinear Model of Straight-Sheathed Wood Diaphragms in Unreinforced Masonry Buildings 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Juan Aleman; Gilberto Mosqueda
    Publisher: ASCE
    Abstract: A simplified nonlinear numerical model is proposed to predict the full dynamic response of straight-sheathed wood diaphragms in unreinforced masonry buildings. The straight-sheathing system is replaced with an equivalent ...
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    Event-Driven Control System for Geographically Distributed Hybrid Simulation 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Bozidar Stojadinovic; Gilberto Mosqueda; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: An event-driven distributed control system for conducting continuous seismic response simulations using geographically distributed hybrid models is presented. Hybrid models, comprising appropriately scaled experimental and ...
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    Real-Time Error Monitoring for Hybrid Simulation. Part II: Structural Response Modification due to Errors 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Gilberto Mosqueda; Bozidar Stojadinovic; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: Hybrid simulation results have been shown to be highly sensitive to measurement and control errors associated with experimental substructures. In particular, systematic control errors due to the response lag of servohydraulic ...
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    Real-Time Error Monitoring for Hybrid Simulation. Part I: Methodology and Experimental Verification 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Gilberto Mosqueda; Bozidar Stojadinovic; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: The hybrid simulation test method is a versatile technique for evaluating the seismic performance of structures by seamlessly integrating both physical and numerical simulations of substructures into a single test model. ...
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    Analytical and Numerical Investigation of Quasi-Zero Stiffness Vertical Isolation System 

    Source: Journal of Engineering Mechanics:;2019:;Volume (0145):;issue:006
    Author(s): Ying Zhou;Peng Chen;Gilberto Mosqueda
    Publisher: American Society of Civil Engineers
    Abstract: A novel nonlinear isolation system designed for buildings is proposed to isolate vibrations in the vertical direction. The system is characterized by quasi-zero stiffness (QZS) obtained by combining linear springs in ...
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    Analytical and Numerical Investigation of Quasi-Zero Stiffness Vertical Isolation System 

    Source: Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Ying Zhou; Peng Chen; Gilberto Mosqueda
    Publisher: American Society of Civil Engineers
    Abstract: A novel nonlinear isolation system designed for buildings is proposed to isolate vibrations in the vertical direction. The system is characterized by quasi-zero stiffness (QZS) obtained by combining linear springs in ...
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    Erratum for “Large-Scale Hybrid Simulation of a Steel Moment Frame Building Structure through Collapse” by Maikol Del Carpio Ramos, Gilberto Mosqueda, and M. Javad Hashemi 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author(s): Maikol Del Carpio Ramos; Gilberto Mosqueda; M. Javad Hashemi
    Publisher: American Society of Civil Engineers
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    Seismic Rehabilitation of Concentrically Braced Frames Using Stiff Rocking Cores 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Michael Pollino; Derek Slovenec; Bing Qu; Gilberto Mosqueda
    Publisher: American Society of Civil Engineers
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    Hybrid Testing of the Stiff Rocking Core Seismic Rehabilitation Technique 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Derek Slovenec; Alireza Sarebanha; Michael Pollino; Gilberto Mosqueda; Bing Qu
    Publisher: American Society of Civil Engineers
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