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    Effects of Aggregate and Specimen Sizes on Lightweight Concrete Fracture Energy 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    Author(s): Jae-Il Sim; Keun-Hyeok Yang; Eun-Taik Lee; Seong-Tae Yi
    Publisher: American Society of Civil Engineers
    Abstract: To evaluate the effects of beam specimen depth and aggregate size on the fracture energy of lightweight concrete (LWC), different beam specimens designated into 32 notations were tested under three-point bending. In each ...
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    Inelastic Behavior of Steel Members under Nonproportional Loading 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 001
    Author(s): C. F. Yang; Eun Taik Lee; K. C. Chang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Steel structures are often designed based on their ultimate strength. Therefore, understanding of the inelastic behavior of steel structural members is essential. This study is concerned with the development of a model for ...
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    Torsional Behavior of Concrete-Filled Circular Steel Tube Columns 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): Eun-Taik Lee; B. H. Yun; H. J. Shim; K. H. Chang; George C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled tubes (CFTs) are columns commonly used in high-rise building construction due to their structural effectiveness. Past studies on CFT have focused primarily on uniaxial compression, bending, and eccentric ...
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