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    Ultrahigh-Performance Concrete Segmental Bridge Technology: Toward Sustainable Bridge Construction 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 008
    Author(s): Yen Lei; Voo; Stephen J.; Foster; Chen Cheong; Voo
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the current state of practice in the development of ultrahigh-performance concrete (UHPC) bridge construction in Malaysia. Since 2006, Dura Technology (DT) has pioneered research in the optimal uses of ...
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    Finite Element Model of the Human Lower Cervical Spine: Parametric Analysis of the C4-C6 Unit 

    Source: Journal of Biomechanical Engineering:;1997:;volume( 119 ):;issue: 001:;page 87
    Author(s): N. Yoganandan; S. Kumaresan; L. Voo; F. A. Pintar
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this study, a three-dimensional finite element model of the human lower cervical spine (C4-C6) was constructed. The mathematical model was based on close-up CT scans from a young human ...
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    Male and Female Cervical Spine Biomechanics and Anatomy: Implication for Scaling Injury Criteria 

    Source: Journal of Biomechanical Engineering:;2017:;volume( 139 ):;issue: 005:;page 54502
    Author(s): Yoganandan, Narayan; Bass, Cameron R.; Voo, Liming; Pintar, Frank A.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: There is an increased need to develop female-specific injury criteria and anthropomorphic test devices (dummies) for military and automotive environments, especially as women take occupational roles traditionally reserved ...
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    Shear Strength of Steel Fiber-Reinforced Ultrahigh- Performance Concrete Beams without Stirrups 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Yen Lei Voo; Wai Keat Poon; Stephen J. Foster
    Publisher: American Society of Civil Engineers
    Abstract: While the database of tests on shear in reinforced concrete members without stirrups is extensive, the pool of test data for fiber-reinforced specimens is limited. Fewer still are tests undertaken on high-performance ...
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    Static and Dynamic Bending Responses of the Human Cervical Spine 

    Source: Journal of Biomechanical Engineering:;1998:;volume( 120 ):;issue: 006:;page 693
    Author(s): L. M. Voo; Y. K. Liu; F. A. Pintar; N. Yoganandan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The quasi-static and dynamic bending responses of the human mid-lower cervical spine were determined using cadaver intervertebral joints fixed at the base to a six-axis load cell. Flexion bending ...
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    International Perspective on UHPC in Bridge Engineering 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 011
    Author(s): Benjamin Graybeal; Eugen Brühwiler; Byung-Suk Kim; François Toutlemonde; Yen Lei Voo; Arash Zaghi
    Publisher: ASCE
    Abstract: Ultrahigh-performance concrete (UHPC) offers significant potential to address a variety of needs in bridge design, construction, and performance enhancement. Bridge owners have shown willingness to embrace novel solutions ...
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    The Effect of the Shoe-Surface Interface in the Development of Anterior Cruciate Ligament Strain 

    Source: Journal of Biomechanical Engineering:;2010:;volume( 132 ):;issue: 001:;page 11003
    Author(s): Mark C. Drakos; Howard Hillstrom; James E. Voos; Anna N. Miller; Andrew P. Kraszewski; Thomas L. Wickiewicz; Russell F. Warren; Answorth A. Allen; Stephen J. O’Brien
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The shoe-surface interface has been implicated as a possible risk factor for anterior cruciate ligament (ACL) injuries. The purpose of this study is to develop a biomechanical, cadaveric model ...
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