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    Soil Vibrations Caused by Underground Moving Trains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): Y. B. Yang; H. H. Hung
    Publisher: American Society of Civil Engineers
    Abstract: The wave propagation problems caused by the underground moving trains are analyzed by the 2.5-dimensional finite/infinite-element approach. The near field of the half-space, including the tunnel and parts of the soil, is ...
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    Extraction of Bridge Frequencies from a Moving Test Vehicle by Stochastic Subspace Identification 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 003
    Author(s): Y. B. Yang; Wei-Fan Chen
    Publisher: American Society of Civil Engineers
    Abstract: The technique for extracting bridge frequencies from a moving vehicle was proposed only recently. However, its efficacy may be reduced by road-surface roughness. To this end, the stochastic subspace identification (SSI) ...
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    Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 06022001
    Author(s): Y. B. Yang; Y. Z. Liu
    Publisher: ASCE
    Abstract: Straight elements are a simple tool for tackling the locking problem for curved beams. When a curved I-beam is approximated by chordwise straight elements, the conventional approach is to treat the rate of twisting as the ...
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    Wave Barriers for Reduction of Train-Induced Vibrations in Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): H. H. Hung; Y. B. Yang; D. W. Chang
    Publisher: American Society of Civil Engineers
    Abstract: This paper is aimed at studying the effectiveness of different vibration countermeasures in isolating the ground vibrations induced by trains moving at sub- and supercritical speeds, with respect to the Rayleigh wave speed ...
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    Rigid Element Approach for Deriving the Geometric Stiffness of Curved Beams for Use in Buckling Analysis 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Y. B. Yang; S. P. Lin; C. M. Wang
    Publisher: American Society of Civil Engineers
    Abstract: For a
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    Thermal Effect on the Postbuckling Behavior of an Elastic or Elastoplastic Truss 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Y. B. Yang; T. J. Lin; L. J. Leu
    Publisher: American Society of Civil Engineers
    Abstract: Temperature rise may lead to strength degradation and stiffness deterioration of structures under fire conditions. The purpose of this paper is to theoretically study the thermal effect on the postbuckling behavior of an ...
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    Inelastic Thermal Analysis of Preloaded Steel Trusses Undergoing Heating and Cooling Stages 

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 005
    Author(s): T. J. Lin; C. W. Huang; Y. B. Yang
    Publisher: American Society of Civil Engineers
    Abstract: The inelastic nonlinear behaviors of preloaded steel trusses undergoing heating and cooling cycles, a problem not well treated previously, are studied in this paper. A bilinear elastoplastic model with a kinematic ...
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    Seismic Analysis of Twin Tunnels by a Finite/Infinite Element Approach 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Szu-Yun Lin; Hsiao-Hui Hung; Judy P. Yang; Y. B. Yang
    Publisher: American Society of Civil Engineers
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