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    Plastic Collapse, Shakedown and Hysteresis 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author(s): Sidney A. Guralnick; Surendra Singh; Thomas Erber
    Publisher: American Society of Civil Engineers
    Abstract: Recent analytical research on the topic of plastic collapse has led to the development of a new method which permits the direct computation of the generalized shakedown load of conventional rigid frame structures composed ...
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    Closure to “<i>Plastic Collapse, Shakedown and Hysteresis</i>” by Sidney A. Guralnick, Surendra Singh, and Thomas Erber (September, 1984) 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009
    Author(s): Sidney A. Guralnick; Surendra Singh; Thomas Erber
    Publisher: American Society of Civil Engineers
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    Plastic Collapse, Shakedown, and Hysteresis of Multistory Steel Structures 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 012
    Author(s): Sidney A. Guralnick; Thomas Erber; John Stefanis; Osama Soudan
    Publisher: American Society of Civil Engineers
    Abstract: The entire spectrum of incremental collapse behavior, including alternating plasticity, shakedown, and plastic (limit state) collapse, of multibay, multistory structures composed of elastic‐perfectly plastic materials can ...
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    Incremental Collapse of Structures with Constant Plus Cyclically Varying Loads 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Sidney A. Guralnick; Thomas Erber; Osama Soudan; Jixing He
    Publisher: American Society of Civil Engineers
    Abstract: Energy methods previously developed for the shakedown analyses of framed structures are extended to include structures subjected to cyclically varying loads in the presence of constant, or bias, loads. This approach is ...
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    Energy Method for Incremental Collapse Analysis of Framed Structures 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 001
    Author(s): Sidney A. Guralnick; Thomas Erber; Osama Soudan; John Stefanis
    Publisher: American Society of Civil Engineers
    Abstract: The entire spectrum of incremental collapse behavior of elastic‐perfectly plastic multistory rigid‐frame structures can be described by energy methods. The separation between safe and unsafe load ranges coincides precisely ...
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    Closure to “<i>Incremental Collapse of Structures with Constant Plus Cyclically Varying Loads</i>” by S. A. Guralnick, T. Erber, O. Soudan and J. He (June, 1991, Vol. 117, No. 6) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Sidney A. Guralnick; Thomas Erber; Osama Soudan; Jixing He
    Publisher: American Society of Civil Engineers
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