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    Vehicle Collision Impact Response of Bridge Pier Strengthened with Composites 

    Source: Practice Periodical on Structural Design and Construction:;2020:;Volume ( 025 ):;issue: 004
    Author(s): Tesfaye Alemu Mohammed; Azadeh Parvin
    Publisher: ASCE
    Abstract: Shortening delays for immediate access to essential public infrastructures when subjected to rare extreme loadings are critical to promptly normalize socioeconomic activities. Public infrastructure networks contain numbers ...
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    Numerical Study of Flexural Behavior of Post-Tensioned Concrete-Filled Fiber-Reinforced Polymer Tube Beam 

    Source: Practice Periodical on Structural Design and Construction:;2024:;Volume ( 029 ):;issue: 004:;page 04024056-1
    Author(s): Edoniyas Birhanu Radie; Girum Urgessa; Tesfaye Alemu Mohammed
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled fiber tubes (CFFT) are gaining prominence as a feasible alternative to traditional materials for a variety of structural applications. However, research on structural performance of CFFT beams is still ...
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    Effect of Width and Effective Length on Shear Strength of RC Slender Beams without Shear Reinforcement 

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 003:;page 04025057-1
    Author(s): Seyfe Nigussie Adamu; Temesgen Wondimu Aure; Tesfaye Alemu Mohammed; Elie G. Hantouche
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the influence of beam width-to-depth ratio (b/d) and effective length-to-depth ratio (leff/d) on the shear strength of reinforced concrete beams without shear reinforcement by using experimental ...
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