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    Closure to “Reliability-Based Economic Design Optimization of Spread Foundations” by Yu Wang 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author(s): Yu Wang
    Publisher: American Society of Civil Engineers
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    Prediction of Periodic Response of Rotor Dynamic Systems With Nonlinear Supports 

    Source: Journal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 003:;page 346
    Author(s): Yu Wang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A numerical-analytical method for estimating steady-state periodic behavior of nonlinear rotordynamic systems is presented. Based on a finite element formulation in the time domain, this method ...
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    Stick-Slip Motion of Frictionally Damped Turbine Airfoils: A Finite Element in Time (FET) Approach 

    Source: Journal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 002:;page 236
    Author(s): Yu Wang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A method is proposed for analyzing the periodic stick-slip motion of a single degree of freedom model of frictionally damped turbine blades. The method of finite elements in the time domain ...
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    Reliability-Based Economic Design Optimization of Spread Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Yu Wang
    Publisher: American Society of Civil Engineers
    Abstract: This technical note develops a design approach that integrates economic design optimization with reliability-based methodologies to rationally account for geotechnical-related uncertainties. The geotechnical related ...
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    Dynamic Modeling and Stability Analysis of Mechanical Systems with Time-Varying Topologies 

    Source: Journal of Mechanical Design:;1993:;volume( 115 ):;issue: 004:;page 808
    Author(s): Yu Wang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A model is developed for analyzing mechanical systems with a pair of bodies with topological changes in their kinematic constraints. It is built upon the concept of a Poincaré map rather ...
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    Global Analysis and Simulation of Mechanical Systems with Time-Varying Topologies 

    Source: Journal of Mechanical Design:;1993:;volume( 115 ):;issue: 004:;page 817
    Author(s): Yu Wang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We apply the discrete time model of a mechanical system with time-varying topologies to determine its regions of stability. The backward mapping method is applied and the associated numerical ...
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    Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 009:;page 04021082-1
    Author(s): Chao Shi; Yu Wang
    Publisher: ASCE
    Abstract: The delineation of vertical geological cross-sections is an essential task in geotechnical site characterization and has a profound impact on subsequent geotechnical designs and analyses. It is a long-lasting challenge, ...
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    Development of an Efficient Response Surface Method for Highly Nonlinear Systems from Sparse Sampling Data Using Bayesian Compressive Sensing 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 004:;page 04021050-1
    Author(s): Peiping Li; Yu Wang
    Publisher: ASCE
    Abstract: A main challenge for risk assessment on geotechnical systems is the computational effort required when stochastic sampling methods are used. Because the deterministic models used for geotechnical systems are often complicated ...
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    Assessment of Liquefaction-Induced Differential Ground Settlement and Lateral Displacement Using Standard Penetration Tests with Consideration of Soil Spatial Variability 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 005:;page 04022018
    Author(s): Zheng Guan; Yu Wang
    Publisher: ASCE
    Abstract: One of the major risks to civil structures during an earthquake is the occurrence of liquefaction in loose saturated sand deposits. The main consequences of liquefaction include lateral spreading deformations and postliqufaction ...
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    Interpolation of Sparse Measurements and Quantification of Measurement Error Using Enhanced Kriging with Sparse Representation of Covariance Function 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 001:;page 04024081-1
    Author(s): Cong Miao; Yu Wang
    Publisher: American Society of Civil Engineers
    Abstract: Spatially varying properties of geomaterials (e.g., soils and rocks) are often measured sparsely, and the measurements inevitably contain noises or error. Therefore, interpolation of sparse geotechnical measurements ...
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