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    Computer-Generated Building Data: Topological Information 

    Source: Journal of Computing in Civil Engineering:;2001:;Volume ( 015 ):;issue: 004
    Author(s): Tang-Hung Nguyen; Amr A. Oloufa
    Publisher: American Society of Civil Engineers
    Abstract: Traditionally, complex data models are developed to completely describe constructed facilities. These data models could be significantly simplified if the amount of information to be represented is reduced to basic or ...
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    Evaluation of Fracture Asymmetry of Finite-Conductivity Fractured Wells 

    Source: Journal of Energy Resources Technology:;2010:;volume( 132 ):;issue: 001:;page 12901
    Author(s): Djebbar Tiab; Jing Lu; Hung Nguyen; Jalal Owayed
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Nearly all commercial hydraulic fracture design models are based on the assumption that a single fracture is initiated and propagated identically and symmetrically about the wellbore, i.e., the ...
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    Analytic Modeling of Floating Ring Annular Seals 

    Source: Journal of Engineering for Gas Turbines and Power:;2012:;volume( 134 ):;issue: 005:;page 52507
    Author(s): Mihai Arghir; David Tonon; Jérôme Dehouve; Manh-Hung Nguyen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In order to avoid contact between the vibrating rotor and the stator, annular seals are designed with a relatively large radial clearance (∼100 μm) and, therefore, have an important leakage. ...
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    Developing a Traffic Closure Integrated Linear Schedule for Highway Rehabilitation Projects 

    Source: Journal of Construction Engineering and Management:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Haribol Sharma; Charles McIntyre; Zhili Gao; Tang-Hung Nguyen
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, the state departments of transportation have implemented a number of highway rehabilitation projects across the country. These projects differ fundamentally from new highway projects in that they require ...
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    Winter Wind Parameter for Snow Drifts 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Michael O’Rourke; Hung Nguyen Sinh; John Cocca; Talia Williams
    Publisher: ASCE
    Abstract: The relationships in ASCE 7 for the determination of roof snow drift size are functions of the ground snow load and the upwind fetch of the snow source area. In a 2019 paper, O’Rourke and Cocca propose a new relationship ...
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    Cost Estimating Models for Utility Rehabilitation Projects: Neural Networks versus Regression 

    Source: Journal of Pipeline Systems Engineering and Practice:;2010:;Volume ( 001 ):;issue: 003
    Author(s): Tariq Shehab; Mohamad Farooq; Suprea Sandhu; Tang-Hung Nguyen; Elhami Nasr
    Publisher: American Society of Civil Engineers
    Abstract: Due to the poor condition of the sewer and water networks in many communities across the United States, many rehabilitation projects are being undertaken to improve their condition. With limited availability of funds, early ...
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    2D Shallow-Water Model Using Unstructured Finite-Volumes Methods 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Dan K. Nguyen; Yu-E Shi; Sam S. Wang; The Hung Nguyen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a two-dimensional (2D) shallow-water numerical model, which is based on the resolution of the Saint–Venant equation using the unstructured finite-volumes method, combined with Green’s theorem technique. ...
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    Definition and Application of Linear Viscoelastic Unit Slope Response Functions for Efficiently Dealing with Piecewise Linear Excitations on Asphaltic Materials 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005:;page 04025094-1
    Author(s): Tien Tho Do; Thanh-Nhan Phan; Ngoc-Hung Nguyen; Thanh-An Pham; Vu-Tu Tran; H. T. Tai Nguyen
    Publisher: American Society of Civil Engineers
    Abstract: Relaxation modulus (RM) and creep compliance (CC) are two characteristic functions of a linear viscoelastic (LVE) material in the time domain, respectively defined as the responses of the stress and strain caused by the ...
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