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    Marine Component Fatigue Reliability 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): James M. Ricles; Pierre Leger
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for evaluating the fatigue of offshore structural steel members based on structural component reliability procedures coupled with spectral analysis methods. The approach is based on formulating a ...
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    Seismic Behavior of Reduced Beam Section Moment Connections to Deep Columns 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Xiaofeng Zhang; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: An analytical study was conducted to investigate the seismic behavior of reduced beam section (RBS) moment connections to a deep wide flange column. Calibrated three-dimensional finite element models of RBS connections in ...
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    Experimental Evaluation of Reduced Beam Section Connections to Deep Columns 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Xiaofeng Zhang; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was conducted to investigate the seismic behavior of reduced beam section (RBS) moment connections to a deep wide-flange column. The test matrix for the experimental program consisted of six full-scale ...
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    Force-Based Frame Element Implementation for Real-Time Hybrid Simulation Using Explicit Direct Integration Algorithms 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Chinmoy Kolay; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: Existing state determination procedures for force-based finite elements use either an iterative scheme at the element level or a noniterative scheme at the element level that relies on an iterative solution algorithm for ...
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    Development of Direct Integration Algorithms for Structural Dynamics Using Discrete Control Theory 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Cheng Chen; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: In structural dynamics, integration algorithms are often used to obtain the solution of temporally discretized equations of motion at selected time steps. Various time integration algorithms have been developed in the time ...
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    Stability Analysis of Direct Integration Algorithms Applied to Nonlinear Structural Dynamics 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Cheng Chen; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: Direct integration algorithms are often used to solve the temporally discretized equations of motion for structural dynamic problems. Numerous studies have been conducted to investigate the stability of integration algorithms ...
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    Discussion of “Choices of Structure-Dependent Pseudodynamic Algorithms” by Shuenn-Yih Chang 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 012:;page 07020001-1
    Author(s): Chinmoy Kolay; James M. Ricles
    Publisher: ASCE
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    Tracking Error-Based Servohydraulic Actuator Adaptive Compensation for Real-Time Hybrid Simulation 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Cheng Chen; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: Real-time hybrid simulation combines experimental testing and numerical simulation by dividing a structural system into experimental and analytical substructures. Servohydraulic actuators are typically used in a real-time ...
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    Prediction of Fatigue Life of Welded Beam-to-Column Connections under Earthquake Loading 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Jun Iyama; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: A building may suffer damage during an earthquake as a result of inelastic deformations developed in the members or connections. It is important that the structural integrity of the building be assessed to ensure the safety ...
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    Experimental Studies on Real-Time Testing of Structures with Elastomeric Dampers 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author(s): Oya Mercan; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: Real-time pseudodynamic (PSD) and hybrid PSD methods are a means to evaluate structural performance under dynamic loading when a component of a structural system cannot be accurately modeled and is load rate dependent. The ...
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