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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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    Benchmarking the Bond of 19-Wire–28.6-mm-Diameter Prestressing Strands to Normal-Weight Concrete 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 011:;page 04024377-1
    Author(s): Fray F. Pozo-Lora; Marc Maguire; Andrew D. Sorensen; Marvin W. Halling; Paul J. Barr
    Publisher: American Society of Civil Engineers
    Abstract: For the last 4 decades, concrete bridges have benefited from larger diameter prestressing strands, which have increased from 13 to 15 mm in diameter and are now the standard in the US. The largest commercially ...
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    Laboratory and Field Evaluation of Commercially Available Rapid-Repair Materials for Concrete Bridge Deck Repair 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 004:;page 04022031
    Author(s): Ali Banaeipour; Md. Abdullah Al Sarfin; Robert J. Thomas; Marc Maguire; Andrew D. Sorensen
    Publisher: ASCE
    Abstract: Extensive investigation of rapid-repair materials is of utmost importance in limiting the impact of repairs on vehicles traveling on bridges as well as in selecting suitable materials with acceptable mechanical properties ...
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