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    Hybrid Simulation of Bridge Response to Three-Dimensional Earthquake Excitation Followed by Truck Load 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author(s): Vesna Terzic; Bozidar Stojadinovic
    Publisher: American Society of Civil Engineers
    Abstract: A hybrid simulation approach is used to evaluate the traffic performance of a typical California highway overpass bridge after a major earthquake. The prototype bridge used in this study is a five-span single-column-bent ...
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    Probabilistic Seismic Demand Model for California Highway Bridges 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
    Author(s): Kevin Mackie; Božidar Stojadinović
    Publisher: American Society of Civil Engineers
    Abstract: A performance-based seismic design method enables designers to evaluate a graduated suite of performance levels for a structure in a given hazard environment. The Pacific Earthquake Engineering Research Center is developing ...
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    Cyclic Tests Performed on Real-Scale Squat Reinforced Concrete Shear Walls: Transition between Diagonal Shear and Sliding Shear Controlled Behavior Modes 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025011-1
    Author(s): Diego Pizarro; Milan Kovarbašić; Božidar Stojadinović
    Publisher: American Society of Civil Engineers
    Abstract: Squat reinforced concrete shear walls are commonly used as primary gravity and lateral load–resisting systems in structures. Such low aspect ratio walls respond to load in diagonal or sliding shear. A series of real-scale ...
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    Effect of Ground Motion Sequence on Response of Squat Reinforced Concrete Shear Walls 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author(s): Catherine A. Whyte; Bozidar Stojadinovic
    Publisher: American Society of Civil Engineers
    Abstract: Most industrial and nuclear facilities rely on reinforced concrete structural walls as their primary seismic lateral-force-resisting components. In nuclear facility structures, squat walls commonly have an aspect ratio ...
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    R -Factor Parameterized Bridge Damage Fragility Curves 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author(s): Kevin R. Mackie; Božidar Stojadinović
    Publisher: American Society of Civil Engineers
    Abstract: Damage fragilities describe the probability that a bridge will incur certain (discrete) damage states conditioned on the intensity of the earthquake it may experience. Reinforced concrete box girder highway overpass bridges ...
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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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    Energy-based Seismic Design of Structures using Yield Mechanism and Target Drift 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 008
    Author(s): Sutat Leelataviwat; Subhash C. Goel; Božidar Stojadinović
    Publisher: American Society of Civil Engineers
    Abstract: The use of energy as means to derive seismic design forces is discussed in this paper. The energy balance concept used in deriving seismic design forces for single-degree-of-freedom systems is extended and used to derive ...
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    Seismic Performance of Pre-Northridge Welded Steel Moment Connections to Built-Up Box Columns 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Taejin Kim; Božidar Stojadinović; Andrew S. Whittaker
    Publisher: American Society of Civil Engineers
    Abstract: Results of experimental and analytical investigations of the seismic response of fully restrained steel moment connections between deep W-shape beams and deep and square built-up box columns are presented. Prototype ...
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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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