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    Closure to “<i>Post‐Buckling Analysis of Steel Space Trusses</i>” by Christopher D. Hill, George E. Blandford, and Shien T. Wang (April, 1989, Vol. 115, No. 4) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author(s): Christopher D. Hill; George E. Blandford; Shien T. Wang
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Post‐Buckling of Plates in Compression and Bending</i>” by Tsutomu Usami (March, 1982) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Shien T. Wang; George E. Blandford; Neng T. Wang
    Publisher: American Society of Civil Engineers
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    Post‐Buckling Analysis of Steel Space Trusses 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): Christopher D. Hill; George E. Blandford; Shien T. Wang
    Publisher: American Society of Civil Engineers
    Abstract: A methodology is developed to perform nonlinear postbuckling analysis of steel space truss systems. Structural behavior is modeled at the element level through appropriate stress‐strain relationships. Nonlinearities due ...
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