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    Discussion of “<i>Deformation of Cracked Net‐Reinforced Concrete Walls</i>” by Zdeněk P. Bazčant and Byung H. Oh (January, 1983) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Andrew Scanlon
    Publisher: American Society of Civil Engineers
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    Fundamentals of High Performance Concrete 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 008
    Author(s): Andrew Scanlon
    Publisher: American Society of Civil Engineers
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    Skew Reinforced‐Concrete Panels 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Andrew Scanlon; David R. Green; David V. Phillips
    Publisher: American Society of Civil Engineers
    Abstract: Test results are presented for nine skew reinforced‐concrete panels subjected to in‐plane uniaxial tension. Data presented include cracking patterns, specimen strains, and steel strains with increasing load. A simple limit ...
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    Simplified Test of Cracking Strength of Concrete Element Subjected to Pure Shear 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author(s): Isamu Yoshitake; Tatsuo Uno; Andrew Scanlon; Sumio Hamada
    Publisher: American Society of Civil Engineers
    Abstract: Most investigations dealing with research on shear focus on concrete members such as reinforced concrete (RC) and prestressed concrete (PC) beams, columns, and slabs. It is difficult for such investigations, which include ...
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    Pipe Heating System with Underground Water Tank for Snow Thawing and Ice Prevention on Roads and Bridge Decks 

    Source: Journal of Cold Regions Engineering:;2011:;Volume ( 025 ):;issue: 002
    Author(s): Isamu Yoshitake; Narifumi Yasumura; Masayuki Syobuzako; Andrew Scanlon
    Publisher: American Society of Civil Engineers
    Abstract: In order to prevent traffic accidents on snow-covered bridge decks, the writers developed a new pipe heating system that uses only groundwater stored in a large underground tank. The underground tank provides geothermal ...
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    Biaxial Tension Stiffening due to Generally Oriented Reinforcing Layers 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Richard A. Link; Alaa E. Elwi; Andrew Scanlon
    Publisher: American Society of Civil Engineers
    Abstract: Panel‐type concrete structures are generally reinforced with more than one layer of steel in different directions. The response of the panels under general states of in‐plane stress is a function of cracking and the ...
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