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    Exact Solutions for Free-Vibration Analysis of Rectangular Plates Using Bessel Functions 

    Source: Journal of Applied Mechanics:;2007:;volume( 074 ):;issue: 006:;page 1247
    Author(s): Jiu Hui Wu; H. L. Chen; A. Q. Liu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A novel Bessel function method is proposed to obtain the exact solutions for the free-vibration analysis of rectangular thin plates with three edge conditions: (i) fully simply supported; (ii) ...
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    Reflection and Transmission Coefficients of Plane Waves in Magnetoelectroelastic Layered Structures 

    Source: Journal of Vibration and Acoustics:;2008:;volume( 130 ):;issue: 003:;page 31002
    Author(s): J. Y. Chen; H. L. Chen; E. Pan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Reflection and transmission coefficients of plane waves with oblique incidence to a multilayered system of piezomagnetic and/or piezoelectric materials are investigated in this paper. The general ...
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    Evaluation of Geofoam as a Geotechnical Construction Material 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 002
    Author(s): Lee-Kuo Lin; Li-Hsien Chen; Roger H. L. Chen
    Publisher: American Society of Civil Engineers
    Abstract: Geofoam has the scientific name of expanded polystyrene (EPS). A block of EPS is made from particles of polystyrene through an expanding and melting process in an automatic mold machine by adding steam. The geofoam ...
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    Dynamic Characterization of Prestressed Rods in Stressed Timber Systems 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): H. L. Chen; G. Venkatesh; H. V. S. GangaRao
    Publisher: American Society of Civil Engineers
    Abstract: Analytical and experimental approaches are presented to monitor the tension levels in posttensioned high‐strength steel rods of stressed‐timber systems. The dynamic response of these rods under an impact load is correlated ...
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    Dynamic Response of Shallow‐Buried Cylindrical Structures 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 001
    Author(s): H. L. Chen; S. P. Shah; L. M. Keer
    Publisher: American Society of Civil Engineers
    Abstract: An analytical and experimental investigation of the phenomenon of dynamic soil‐structure interaction of buried structures is conducted. A shock impulse environment simulated by low velocity impact (free‐drop impact system) ...
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    Closure to “<i>Dynamic Response of Shallow‐Buried Cylindrical Structures</i>” by H. L. Chen, S. P. Shah, and L. M. Keer (January, 1990, Vol. 116, No. 1) 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 008
    Author(s): H. L. Chen; S. P. Shah; L. M. Keer
    Publisher: American Society of Civil Engineers
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    Evaluating Structural Deterioration by Dynamic Response 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 008
    Author(s): H. L. Chen; C. C. Spyrakos; G. Venkatesh
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic response of two C 3 × 4.1 channel steel beams is evaluated in terms of the reduction in load-carrying capacity of the damaged state versus the undamaged stage. The beam specimens are sized and configured to ...
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    Low Velocity Impact of an Elastic Plate Resting on Sand 

    Source: Journal of Applied Mechanics:;1988:;volume( 055 ):;issue: 004:;page 887
    Author(s): H. L. Chen; W. Lin; L. M. Keer; S. P. Shah
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This article describes the measurement and analysis of plate and soil response under low velocity impact. A free-drop impact system was developed to generate the dynamic loading on the plate ...
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