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    A Low Sensitivity, Modern Approach to the Longitudinal Control of Automated Transit Vehicles 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1974:;volume( 096 ):;issue: 002:;page 218
    Author(s): S. C. Yang; W. L. Garrard
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Modern control and estimation techniques are applied to the design of longitudinal controllers for automated transit vehicles. The sensitivity of dynamic response to changes in vehicle parameters ...
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    Ultimate Strength of Ribbed Slab Composite Beams with Web Openings 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): J. W. Park; C. H. Kim; S. C. Yang
    Publisher: American Society of Civil Engineers
    Abstract: A series of tests is performed on composite beams with web openings. The beams have ribbed slabs with the ribs oriented transversely. The effects of slab width and moment-shear ratio on failure mode and strength are studied. ...
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    Reliability of Tower and Tower-Line Systems under Spatiotemporally Varying Wind or Earthquake Loads 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 010
    Author(s): S. C. Yang; T. J. Liu; H. P. Hong
    Publisher: American Society of Civil Engineers
    Abstract: Towers or tower-line systems within a power network can experience damages under rare earthquakes or strong winds. The estimation of the failure probability of a tower-line system is rarely addressed for scenario wind or ...
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    Experimental Studies of Wide Flange Beam to Square Concrete-Filled Tube Column Joints with Stiffening Plates Around the Column 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): J. W. Park; S. M. Kang; S. C. Yang
    Publisher: American Society of Civil Engineers
    Abstract: The strength and stiffness of wide flange beams to rectangular tube column joints are reduced significantly if the connections are not reinforced. However, the reinforcement for the connections can be complex and increase ...
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    Closure to “Ultimate Strength of Ribbed Slab Composite Beams with Web Openings” by J. W. Park, C. H. Kim, and S. C. Yang 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): J. W. Park; C. H. Kim; S. C. Yang
    Publisher: American Society of Civil Engineers
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