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    Limit Load Estimation Using Plastic Flow Parameter in Repeated Elastic Finite Element Analyses 

    Source: Journal of Pressure Vessel Technology:;2002:;volume( 124 ):;issue: 004:;page 433
    Author(s): L. Pan; R. Seshadri
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The procedures described in this paper for determining a limit load is based on Mura’s extended variational formulation. Used in conjunction with linear elastic finite element analyses, the ...
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    Limit Loads for Layered Structures Using Extended Variational Principles and Repeated Elastic Finite Element Analysis 

    Source: Journal of Pressure Vessel Technology:;2002:;volume( 124 ):;issue: 004:;page 425
    Author(s): L. Pan; R. Seshadri
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Layered structures are used in industry due to their better cost-to-strength and weight-to-strength performance compared with conventional structures. This paper presents a simple and systematic ...
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    Effect of Strain Rate on Cold‐Formed Steel Stub Columns 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): M. Kassar; C. L. Pan; W. W. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The material properties of steel and the strength of steel members are affected by strain rate. To investigate this characteristic for compression members, 49 stub columns fabricated from 35XF sheet steel and 48 stub columns ...
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    Education Improvement in Construction Ethics 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2008:;Volume ( 134 ):;issue: 001
    Author(s): W. S. King; L. Duan; W. F. Chen; C. L. Pan
    Publisher: American Society of Civil Engineers
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    Ultimate Soil Pressures for Piles Subjected to Lateral Soil Movements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): J. L. Pan; A. T. C. Goh; K. S. Wong; C. I. Teh
    Publisher: American Society of Civil Engineers
    Abstract: A series of laboratory model tests in soft clay was conducted to investigate the behavior of coupled piles subjected to lateral soil movements (“passive” piles), and to determine the ultimate soil pressure acting on the ...
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