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    Strengthening of a Historic Unreinforced Masonry Church Tower 

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 001
    Author(s): James A. Mason
    Publisher: American Society of Civil Engineers
    Abstract: This paper is an overview of the characterization, analyses, design, and retrofit construction for the seismic upgrade and retrofit of a historic (circa 1860) unreinforced masonry church tower. The methodology utilized for ...
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    Direct Tension Performance of Steel Pipelines with Welded Slip Joints 

    Source: Journal of Pipeline Systems Engineering and Practice:;2010:;Volume ( 001 ):;issue: 004
    Author(s): James A. Mason; Thomas D. O’Rourke; Jai K. Jung
    Publisher: American Society of Civil Engineers
    Abstract: Full-scale direct tension test results are presented in this paper for two steel pipelines with welded slip joints, using high quality external welds, and an outer diameter and wall thickness of 320 and 6.4 mm, (12.5 and ...
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    Compression Performance of Steel Pipelines with Welded Slip Joints 

    Source: Journal of Pipeline Systems Engineering and Practice:;2010:;Volume ( 001 ):;issue: 001
    Author(s): James A. Mason; Thomas D. O’Rourke; Scott Jones; Ilker Tutuncu
    Publisher: American Society of Civil Engineers
    Abstract: The results of full-scale compression tests are presented for the welded slip joints (WSJs) of steel pipelines of nominal 300, 810, and 910 mm (12, 32, and 36 in.) diameter
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