11,844 research outputs found

    H. S. K. Yamaguchi

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    Black-and-white photograph of H. S. K. Yamaguchi, founder and manager of the Fujiya Hotel at Miyanoshita in the Hakone District of Japan

    Rudy Galindo and Kristi Yamaguchi

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    Photo shows Rudy Galindo and Kristi Yamaguchi in Brisbane, Australia, for the 1988 World Junior Figure Skating Championships (held in December 1987

    Method for Estimating Deterioration Factors of Concrete Bridges

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    The Japanese Bridge Management System (J-BMS) is used to evaluate the load-carrying capability and durability of concrete bridges using inspection and technical specification data. These two aspects of bridge performance are applied as indices to considerMaintaning the safety of deteriorating civil infrastructures / edited by Ayaho Miyamoto,Dan M.Frangopol (Practical Maintenance Engineering Institute of Yamaguchi University, 2002.3

    Georg Schurhamner, S. J. : Das kirchliche Sprachproblem in der japanischen Jesuitenmission des 16. und 17. Jahrhunderts Georg Schurhamner, S. J. : Die Disputationen des P. Cosme de Torres S J. mit den Buddhisten in Yamaguchi im Jahre 1551

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    Gaspardone Emile. Georg Schurhamner, S. J. : Das kirchliche Sprachproblem in der japanischen Jesuitenmission des 16. und 17. Jahrhunderts Georg Schurhamner, S. J. : Die Disputationen des P. Cosme de Torres S J. mit den Buddhisten in Yamaguchi im Jahre 1551. In: Bulletin de l'Ecole française d'Extrême-Orient. Tome 29, 1929. pp. 396-402

    Kristi Yamaguchi and Todd Eldredge, 1988

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    Photo shows Kristi Yamaguchi and Todd Eldredge in Brisbane, Australia, for the 1988 World Junior Figure Skating Championships (held in December 1987

    LCC-based bridge maintenance strategy in Yamaguchi prefecture

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    &lt;p&gt;In this paper, a strategy decision support system for bridge management is described based on both of the remaining life cycle cost (RLCC) and rebuild cost stabilization, as a joint research project between Yamaguchi University and Yamaguchi Prefecture. The proposed system that considered not only future maintenance but also rebuild action is applied to existing bridge data on about three and half thousand bridges that stored in J-BMS data base (J-BMS DB) for practical use. Then, it is found that the system helps efficiency bridge engineers related to bridge management understand easily what are the major processes in the deteriorating bridges in the future, how to improve their performance, and what kind of repair/strengthening works is most convenient for the deteriorating bridges.&lt;/p&gt; </jats:p

    Effects of static stretching for 30 seconds and dynamic stretching on leg extension power.

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    Yamaguchi, T., and K. Ishii. Effects of static stretching for 30 seconds and dynamic stretching on leg extension power. J. Strength Cond. Res. 19(3):677–683. 2005.—The purposes of this study were to clarify the effects of static stretching for 30 seconds and dynamic stretching on leg extension power. Eleven healthy male students took part in this study. Each subject performed static stretching and dynamic stretching on the 5 muscle groups in the lower limbs and nonstretching on separate days. Leg extension power was measured before and after the static stretching, dynamic stretching, and nonstretching. No significant difference was found between leg extension power after static stretching (1788.5 ± 85.7 W) and that after nonstretching (1784.8 ± 108.4 W). On the other hand, leg extension power after dynamic stretching (2022.3 ± 121.0 W) was significantly (p < 0.01) greater than that after nonstretching. These results suggest that static stretching for 30 seconds neither improves nor reduces muscular performance and that dynamic stretching enhances muscular performance
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