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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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    Evaluation of the Dynamic Behavior of Steel Staircases with Concrete-Filled Pan Treads 

    Source: Journal of Architectural Engineering:;2021:;Volume ( 027 ):;issue: 002:;page 04021010-1
    Author(s): Tyler Sondag; Ece Erdogmus; Jay Puckett
    Publisher: ASCE
    Abstract: Vibration serviceability of staircases is an increasing challenge due to evolving materials and structural forms. To predict the dynamic performance of staircases, accurate models are required. However, few technical guides ...
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    Early Detection of Honeycombs in Concrete Pavement Using GPR 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001:;page 04020138-1
    Author(s): Theresa McCabe; Ece Erdogmus; Antony Kodsy; George Morcous
    Publisher: ASCE
    Abstract: The goal of this research is to evaluate whether it is possible and effective to detect honeycombing of concrete pavement using a ground-penetrating radar (GPR) during construction. The motivation is that identifying ...
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    Structural Appraisal of the Florentine Gothic Construction System 

    Source: Journal of Architectural Engineering:;2007:;Volume ( 013 ):;issue: 001
    Author(s): Ece Erdogmus; Thomas E. Boothby; Elizabeth B. Smith
    Publisher: American Society of Civil Engineers
    Abstract: The nave of Santa Maria Novella, a Dominican church in Florence Italy is representative of a Florentine Gothic system of construction. This system, consisting of domical rib vaults on square nave bays, high side aisles, ...
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    DSpace software copyright © 2002-2015  DuraSpace
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