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    Three-Dimensional Analyses of Wave Barriers for Reduction of Train-Induced Vibrations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 007
    Author(s): S. H. Ju
    Publisher: American Society of Civil Engineers
    Abstract: This paper explores the use of a three-dimensional finite-element analysis to model soil vibrations due to high-speed trains on bridges. Finite-element meshes include the bridge superstructure, bridge foundations, nearby ...
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    Closure to “Comparisons of Building Analyses Assuming Rigid or Flexible Floors” by S. H. Ju 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): S. H. Ju
    Publisher: American Society of Civil Engineers
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    Investigating Contact Stresses on Articular Surfaces by 3D Rigid Links 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 012
    Author(s): S. H. Ju
    Publisher: American Society of Civil Engineers
    Abstract: The main purpose of this paper is to compare the efficiency and the difference of the three-dimensional (3D) stress distribution on articular surfaces between the traditional finite element method and the rigid-link finite ...
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    3D Analyses of Open Trench Barriers Filled with Water 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author(s): S. H. Ju; H. C. Li
    Publisher: American Society of Civil Engineers
    Abstract: This study uses three-dimensional time-domain finite-element analyses to study the isolation efficiency of open trenches filled with various levels of water. The trench is generated along the
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    A Three-Dimensional Frictional Contact Element Whose Stiffness Matrix is Symmetric 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 002:;page 460
    Author(s): S. H. Ju; R. E. Rowlands
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A three-dimensional contact element based on the penalty function method has been developed for contact frictional problems with sticking, sliding, and separation modes infinite element analysis. ...
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    Comparison of Building Analyses Assuming Rigid or Flexible Floors 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): Arturo Tena-Colunga; S. H. Ju
    Publisher: American Society of Civil Engineers
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    Experimental and Numerical Study of Wind-Induced Vibration in High-Tech Factories 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 003
    Author(s): S. H. Ju; H. H. Kuo
    Publisher: ASCE
    Abstract: In this paper, experiments and finite-element analyses are used to investigate the wind-induced vibration in high-tech factories. The experimental results during the Megi typhoon on September 27, 2016, indicated that ...
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    Comparison of Building Analyses Assuming Rigid or Flexible Floors 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): S. H. Ju; M. C. Lin
    Publisher: American Society of Civil Engineers
    Abstract: The main purpose of this paper is to investigate the difference between the rigid-floor and flexible-floor analyses of buildings. The finite-element method is used to analyze the buildings with and without shear walls. ...
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    Life Prediction of Solder Joints by Damage and Fracture Mechanics 

    Source: Journal of Electronic Packaging:;1996:;volume( 118 ):;issue: 004:;page 193
    Author(s): S. H. Ju; B. I. Sandor; M. E. Plesha
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Much research has been done on Surface Mount Technology (SMT) using the Finite Element Method (FEM). Little of this, however, has employed fracture mechanics and/or continuum damage mechanics. ...
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    3D Analyses of Buildings under Vertical Component of Earthquakes 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 010
    Author(s): S. H. Ju; C. W. Liu; K. Z. Wu
    Publisher: American Society of Civil Engineers
    Abstract: This study first investigates how to perform the 3D dynamic analysis of buildings under the vertical component of earthquakes. The analysis results indicate that (1) dividing a main girder into two elements is required to ...
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