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    Behavior of Steel Beam-to-Column Joints at Elevated Temperature: Experimental Investigation 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Z. H. Qian; K. H. Tan; I. W. Burgess
    Publisher: American Society of Civil Engineers
    Abstract: Although beam-to-column joints are a critical part of steel and composite framed structures, very few tests have been conducted under fire conditions. Of the tests conducted, only a limited range of joint types has been ...
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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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