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    Discussion of “Bridge Management and Nondestructive Evaluation” by Kevin L. Rens, Carnot L. Nogueira, and David J. Transue 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 003
    Author(s): George Morcous
    Publisher: American Society of Civil Engineers
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    Discussion of “Improving Design Coordination for Building Projects. I: Information Model” by Tarek Hegazy, Essam Zaneldin, and Donald Grierson 

    Source: Journal of Construction Engineering and Management:;2003:;Volume ( 129 ):;issue: 004
    Author(s): George Morcous
    Publisher: American Society of Civil Engineers
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    Closure to “Efficient Prestressed Concrete-Steel Composite Girder for Medium-Span Bridges. I: System Description and Design” by Yaohua Deng and George Morcous 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 005
    Author(s): Yaohua Deng; George Morcous
    Publisher: American Society of Civil Engineers
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    Deterministic and Probabilistic Lifecycle Cost Assessment: Applications to Nebraska Bridges 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): Afshin Hatami; George Morcous
    Publisher: American Society of Civil Engineers
    Abstract: The main purpose of this paper is to utilize lifecycle cost analysis (LCCA) as a decision-support tool for three commonly encountered decisions in bridge management: bridge deck overlay decisions, expansion joint replacement ...
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    Accuracy of Ground-Penetrating Radar for Concrete Pavement Thickness Measurement 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 006
    Author(s): George Morcous; Ece Erdogmus
    Publisher: American Society of Civil Engineers
    Abstract: Core extraction is the most common method for measuring concrete layer thickness in pavement construction. Although this method provides a very accurate thickness measurement, it is destructive, time-consuming, and does ...
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    Deterministic and Probabilistic Lifecycle Cost Assessment: Applications to Nebraska Bridges 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): Afshin Hatami; George Morcous
    Publisher: American Society of Civil Engineers
    Abstract: The main purpose of this paper is to utilize lifecycle cost analysis (LCCA) as a decision-support tool for three commonly encountered decisions in bridge management: bridge deck overlay decisions, expansion joint replacement ...
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    Circular Shear Pocket Connection for Full-Depth Precast Concrete Deck Construction 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 005:;page 04021019-1
    Author(s): George Morcous; Raed Tawadrous
    Publisher: ASCE
    Abstract: Full-depth precast concrete deck systems have several advantages compared with cast-in-place concrete deck systems in bridge construction, such as improved construction quality and safety, reduced construction duration and ...
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    Evaluating the Impact of Bridge-Deck Removal on the Performance of Precast/Prestressed Concrete I-Girders 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003
    Author(s): Shaddi A. Assad; George Morcous
    Publisher: American Society of Civil Engineers
    Abstract: Precast/prestressed concrete I-girders with wide and thin top flanges have been widely used by several transportation agencies in the last two decades. These girders have many advantages, such as accommodating a large ...
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    Design, Fabrication, and Construction of Static-Cast Concrete Poles Reinforced with GFRP 

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Eliya Henin; George Morcous; Maher K. Tadros
    Publisher: American Society of Civil Engineers
    Abstract: Concrete poles used in transmission structures usually are made using the spun-cast method. Recent surveys found that some spun-cast concrete poles have had durability problems as a result of longitudinal cracking and ...
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    Performance Evaluation of a New Precast Concrete Bridge Deck System 

    Source: Journal of Bridge Engineering:;2019:;Volume (024):;issue:006
    Author(s): Raed Tawadrous;George Morcous;Marc Maguire
    Publisher: American Society of Civil Engineers
    Abstract: Precast concrete (PC) deck systems have several advantages over cast-in-place (CIP) concrete decks in bridge construction, such as improved quality, reduced construction duration, and less dependence on weather and site ...
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    DSpace software copyright © 2002-2015  DuraSpace
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