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    Response of RC Frame under Lateral Loads 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): X. Qi; S. J. Pantazopoulou
    Publisher: American Society of Civil Engineers
    Abstract: The experimental response of a single‐story, indeterminate reinforced concrete (RC) frame with floor slabs is investigated in this paper. The frame was quarter‐scale and tested under static lateral‐load reversals simulating ...
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    Heat Transfer in Friction Stir Welding—Experimental and Numerical Studies 

    Source: Journal of Manufacturing Science and Engineering:;2003:;volume( 125 ):;issue: 001:;page 138
    Author(s): Yuh J. Chao; X. Qi; W. Tang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In the friction stir welding (FSW) process, heat is generated by friction between the tool and the workpiece. This heat flows into the workpiece as well as the tool. The amount of heat ...
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    Seismic Design of Eccentrically Braced Space Frame 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): X. Qi; K. L. Chang; K. C. Tsai
    Publisher: American Society of Civil Engineers
    Abstract: Case studies of the design of an office building employing three-dimensional (3D) eccentrically braced frames (EBFs) as the primary seismic lateral force resisting system are discussed in detail. The floor framing system ...
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