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    Compression Behavior of Nonslender Cylindrical Steel Members with Small and Large-Scale Geometric Imperfections 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Ilker Tutuncu; Thomas D. O’Rourke
    Publisher: American Society of Civil Engineers
    Abstract: The compression behavior of cylindrical steel members is affected by geometric imperfections resulting from manufacturing, handling, and damage during installation and service. This paper summarizes the full-scale laboratory ...
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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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