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    Effects of Panel Zone Strength and Beam Web Connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): Cheol-Ho Lee; Sang-Woo Jeon; Jin-Ho Kim; Chia-Ming Uang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents test results on eight reduced beam section (RBS) steel moment connections. The testing program addressed web connection type (bolted versus welded) and panel zone (PZ) strength as the key variables. ...
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    Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic Loading 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): Tae-Sung Eom; Hong-Gun Park; Cheol-Ho Lee; Jin-Ho Kim; In-Hwa Chang
    Publisher: American Society of Civil Engineers
    Abstract: Double skin composite walls are composed of two steel plate “skins” connected by tie bars, with the space between them filled with concrete. They were developed to reduce wall thickness, to enhance constructability, and ...
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