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    Limit Load Carrying Capacity of Two-Way Slabs with Two Edges Clamped and Two Edges Simply Supported in Fire 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): Yu-li Dong; Chong-ji Zhu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents test results of temperature distribution, central vertical deflection, and edge horizontal deflection of a two-way concrete slab with two edges clamped and two edges simply supported in fire. On the ...
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    Behavior of Sway Two-Bay, Two-Story Composite Steel Frames in Fire 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Yu-Li Dong; Xing-Qian Peng; Yuan-Yuan Fang; Da-Shan Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The experimental results of three full-scale two-story, two-bay, composite steel frames under furnace loading are described briefly. During tests, the composite beams and steel columns were exposed to fire, and only the ...
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    Behavior of Sway Two-Bay, Two-Story Composite Steel Frames in Fire 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Yu-Li Dong; Xing-Qian Peng; Yuan-Yuan Fang; Da-Shan Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The experimental results of three full-scale two-story, two-bay, composite steel frames under furnace loading are described briefly. During tests, the composite beams and steel columns were exposed to fire, and only the ...
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