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    Behavior of GFRP-RC Interior Slab-Column Connections with Shear Studs and High-Moment Transfer 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Ahmed Gouda; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: Six full-scale reinforced-concrete (RC) interior slab-column connections of glass fiber–reinforced polymer (GFRP) were constructed and tested to failure. The specimen consisted of a square slab with a 2,800-mm side length ...
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    Punching Shear Strength of GFRP-RC Interior Slab–Column Connections Subjected to Moment Transfer 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Ahmed Gouda; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the test results of five full-scale reinforced concrete (RC) interior slab–column connections. Each specimen consisted of a 2,800-mm square slab with a thickness of 200 and 300-mm square central column ...
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    Punching Shear Strength of GFRP-RC Interior Slab–Column Connections Subjected to Moment Transfer 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Ahmed Gouda; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the test results of five full-scale reinforced concrete (RC) interior slab–column connections. Each specimen consisted of a 2,800-mm square slab with a thickness of 200 and 300-mm square central column ...
    Request PDF

    Behavior of GFRP-RC Interior Slab-Column Connections with Shear Studs and High-Moment Transfer 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Ahmed Gouda; Ehab El-Salakawy
    Publisher: American Society of Civil Engineers
    Abstract: Six full-scale reinforced-concrete (RC) interior slab-column connections of glass fiber–reinforced polymer (GFRP) were constructed and tested to failure. The specimen consisted of a square slab with a 2,800-mm side length ...
    Request PDF

    Assessment of Retrofitting Techniques for a Four-Story Masonry Building to Resist Blast Loading 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 002:;page 04024004-1
    Author(s): Ahmed Gouda; Hamed Salem; Ahmed Elansary
    Publisher: ASCE
    Abstract: Masonry walls are commonly preferred in the construction of low-rise buildings due to their proven efficiency in resisting gravity loads and their relatively low material and labor costs. However, few studies investigating ...
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    A Comparative Assessment of Advanced Construction Systems Incorporating Green Concrete 

    Source: Journal of Construction Engineering and Management:;2022:;Volume ( 148 ):;issue: 009:;page 04022083
    Author(s): Fahad K. Alqahtani; Mohammed Alkhaldi; Tamim Alsaqer; Ibrahim S. Abotaleb; Ahmed Gouda Mohamed; Simar Dirar
    Publisher: ASCE
    Abstract: Recent increases in sustainability requirements demand expeditious delivery of construction projects coupled with cost-effective and sustainable systems. In recent years, green lightweight plastic aggregate concrete (LWPAC) ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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