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    Teamwork—The Key to Productivity 

    Source: Journal of Management in Engineering:;1998:;Volume ( 014 ):;issue: 001
    Author(s): Roy Mendelsohn
    Publisher: American Society of Civil Engineers
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    Coupled Use of Cone Tip Resistance and Small Strain Shear Modulus to Assess Liquefaction Potential 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Debasis Roy
    Publisher: American Society of Civil Engineers
    Abstract: Resistance against earthquake-related liquefaction is usually assessed using relationships between an index of soil strength such as normalized cone tip resistance and the cyclic resistance ratio (CRR) developed from ...
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    Closure to “Coupled Use of Cone Tip Resistance and Small Strain Shear Modulus to Assess Liquefaction Potential” by Debasis Roy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): Debasis Roy
    Publisher: American Society of Civil Engineers
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    Early‐Completion Schedules: The Promise and Pitfalls 

    Source: Journal of Management in Engineering:;1994:;Volume ( 010 ):;issue: 001
    Author(s): Roy Mendelsohn
    Publisher: American Society of Civil Engineers
    Abstract: The general perception of construction projects is that they are more likely to be completed late than early or on‐time. In truth, some projects are delivered early due to unusually favorable weather, contractor‐suggested ...
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    The Constructibility Review Process: A Constructor's Perspective 

    Source: Journal of Management in Engineering:;1997:;Volume ( 013 ):;issue: 003
    Author(s): Roy Mendelsohn
    Publisher: American Society of Civil Engineers
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    Discussion of “Discriminant Model for Evaluating Soil Liquefaction Potential Using Cone Penetration Test Data” by Sheng-Yao Lai, Sung-Chi Hsu, and Ming-Jyh Hsieh 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Debasis Roy
    Publisher: American Society of Civil Engineers
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    Recent Advances in Numerical Methods for Fluid Dynamics and Heat Transfer 

    Source: Journal of Fluids Engineering:;2005:;volume( 127 ):;issue: 004:;page 629
    Author(s): Subrata Roy
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: techniques. Specific topics of interest include, but are not limited to, laminar and turbulent flows, reacting flows, compressible and incompressible flows, and non-Newtonian flows. The symposium is led by Subrata Roy from...
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    Retracted: A Study to Assess Residual Strength and Reliability Evaluation of Vehicle-Impacted Traditional Prototype RC Bridge Pier 

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 004:;page 04025094-1
    Author(s): Roy, Suman
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn recent years, the durability of reinforced concrete (RC) bridges has increasingly been called into question due to rising rates of vehicle collisions with the structural components, particularly piers, resulting ...
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    Effect of Uncertainty in Vs with Inter- and Intralayer Variability and Nonlinear Soil Properties on Equivalent Linear GRA Using a Developed Code in the Frequency Domain 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 004:;page 04025083-1
    Author(s): Roy, Narayan
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe study attempts to assess the effect of uncertainty in shear wave velocity (Vs) and nonlinear dynamic soil properties on equivalent linear ground response analysis (GRA). The Vs uncertainty is considered through ...
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    Variance-Reduced Particle Filters for Structural System Identification Problems 

    Source: Journal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 002
    Author(s): S. Roy; Chowdhury; Roy; R. M.; Vasu
    Publisher: American Society of Civil Engineers
    Abstract: A few variance reduction schemes are proposed within the broad framework of a particle filter as applied to the problem of structural system identification. Whereas the first scheme uses a directional descent step, possibly ...
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