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    Plastic Limit Temperatures of Flexibly Connected Steel Frames: A Linear Programming Problem 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): V. Vimonsatit; K. H. Tan; S. K. Ting
    Publisher: American Society of Civil Engineers
    Abstract: A linear programming (LP) formulation is proposed for the evaluation of the plastic limit temperature of flexibly connected steel frames exposed to fire. Within a framework of discrete models and piecewise linearized yield ...
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    Testing of Plate Girder Web Panel Loaded in Shear at Elevated Temperature 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): V. Vimonsatit; K. H. Tan; Z. H. Qian
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the experimental work on 18 steel-plate girders loaded predominantly in shear. The test girders were grouped into five series, two of which were hot-rolled steel universal column sections, and the other ...
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    Nonlinear Elastoplastic Analysis of Semirigid Steel Frames at Elevated Temperature: MP Approach 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author(s): V. Vimonsatit; K. H. Tan; S. K. Ting
    Publisher: American Society of Civil Engineers
    Abstract: An elastoplastic analysis of semirigid steel frames subjected to elevated temperature is presented. Within the discretized structural framework, an updated Lagrangian approach is used to incorporate the nonlinear geometric ...
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