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    Editor's Note 

    Source: Journal of Architectural Engineering:;2014:;Volume ( 020 ):;issue: 004
    Author(s): Ece; Erdogmus
    Publisher: American Society of Civil Engineers
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    Editor’s Note 

    Source: Journal of Architectural Engineering:;2012:;Volume ( 018 ):;issue: 001
    Author(s): Ece Erdogmus
    Publisher: American Society of Civil Engineers
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    Closure to “Strengthening Two-Way Reinforced Concrete Floor Slabs Using Polypropylene Fiber Reinforcement” by Matthew J. Radik, Ece Erdogmus, and Travis Schafer 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 008
    Author(s): Ece Erdogmus; Travis Schafer
    Publisher: American Society of Civil Engineers
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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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    Compression, Tension, and Fracture Energy Properties of Compressed Cement-Stabilized Earth Blocks 

    Source: Journal of Architectural Engineering:;2022:;Volume ( 028 ):;issue: 001:;page 06021005
    Author(s): Ethan Hall; Bora Pulatsu; Ece Erdogmus; Brian Skourup
    Publisher: ASCE
    Abstract: This paper presents the recent experimental findings related to mechanical properties of compressed cement-stabilized earth blocks (CSEBs), prepared using indigenous soil from Hamilton County in Nebraska (United States) ...
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    Horizontal Support Displacement of a Thin-Tile Masonry Dome: Experiments and Analysis 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 002
    Author(s): Andrew D. Sorensen; Ece Erdogmus
    Publisher: American Society of Civil Engineers
    Abstract: A half-scale physical model of a thin-tile masonry dome designed by Rafael Guastavino, Jr. that is located in the Nebraska State Capitol Building is constructed and tested both nondestructively and destructively to determine ...
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    Strengthening Two-Way Reinforced Concrete Floor Slabs Using Polypropylene Fiber Reinforcement 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005
    Author(s): Matthew J. Radik; Ece Erdogmus; Travis Schafer
    Publisher: American Society of Civil Engineers
    Abstract: Two methods for strengthening two-way reinforced concrete floor slabs subjected to out-of-plane bending loads are compared through experiments on seven test specimens and subsequent analyses. The seven test specimens were ...
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    Recommendations for Design of Reinforced Concrete Pipe 

    Source: Journal of Pipeline Systems Engineering and Practice:;2010:;Volume ( 001 ):;issue: 001
    Author(s): Ece Erdogmus; Brian N. Skourup; Maher Tadros
    Publisher: American Society of Civil Engineers
    Abstract: Currently, two methods are available for the design of reinforced concrete pipes:
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    Review of <i>BIM in Small-Scale Sustainable Design</i> by François Lévy 

    Source: Journal of Architectural Engineering:;2013:;Volume ( 019 ):;issue: 003
    Author(s): Ece; Erdogmus; Zhigang; Shen; Brad; Schaap
    Publisher: American Society of Civil Engineers
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    Parametric Study on Masonry Arches Using 2D Discrete-Element Modeling 

    Source: Journal of Architectural Engineering:;2018:;Volume ( 024 ):;issue: 002
    Author(s): Pulatsu Bora;Erdogmus Ece;Bretas Eduardo M.
    Publisher: American Society of Civil Engineers
    Abstract: Maintenance of existing structures requires a solid understanding of their structural behavior and their varying geometry, boundary conditions, and load cases. For the case of the masonry arches, this understanding is still ...
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