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  • ―強さの秘密から振動減衰まで
    *新宮 清志
    画像電子学会年次大会予稿集
    2017年 45 巻 T4-2
    発行日: 2017年
    公開日: 2022/01/10
    会議録・要旨集 認証あり
    箸や卵を用いた簡易実験を通し、シェル構造の基礎的性質から強さの秘密を探る。さらに振動減衰について述べ、今後の展開について触れる。
  • *新宮 清志
    画像電子学会年次大会予稿集
    2018年 46 巻 OS2-10
    発行日: 2018年
    公開日: 2022/01/10
    会議録・要旨集 認証あり
    シェル構造の強さの秘密を身近な卵の破壊実験を通して究明する。さらに、シェル構造の振動問題の重要な要素である減衰定数に触れ、最後に今後の将来展望を行う。
  • 小野 英哲, 吉岡 丹
    日本建築学会論文報告集
    1971年 188 巻 1-10,115
    発行日: 1971/10/30
    公開日: 2017/08/22
    ジャーナル フリー
    The pupose of this paper is to relate the athlete's sense on resilieucy to factors being extracted from measuring the resibiency. The result are obtained from the inquiry about the athlete's sense on resiliency as follows. ・Almost athletes are sensible the difference of resiliency. ・We could extract several gymnasiums which was typical type of resiliency. The results are obtained from the experiment of measuring resiliency with the apparatus being planned and manufactured by way of trial as follows. ・We could obtain dyynanic load-deflection courves of gymnasium floor. ・The relation of gymnasium floor's deflection energy and athlete's sense on resiliency is very intimate. ・The efficiency of vibration damping and the stability of the floor's deflection have influence upon the athlete's sense on resiliency.
  • 関 重広
    照明学会雑誌
    1966年 50 巻 11 号 633-642
    発行日: 1966/11/25
    公開日: 2011/07/19
    ジャーナル フリー
  • 深石 圭子, 木下 庸子, 大内田 史郎
    日本建築学会計画系論文集
    2019年 84 巻 763 号 2005-2015
    発行日: 2019年
    公開日: 2019/09/30
    ジャーナル フリー

     Nobuko Nakahara is one of the prominent architects who led the postwar housing design and established Hayashi-Yamada-Nakahara, Architects and Preservation in 1958. In this paper, it is aimed at comprehensively clarifying the design process and the background of “Chogakuin temple (1962)” with the HP shell roof which was completed just 4 years after her office was founded. She entered the Ikebe Laboratory of the Institute of Industrial Science, The University of Tokyo as a technical research student, and in the midst of the Controversies on Japanese tradition that involved Kiyoshi Ikebe, she was in charge of designing works “Number 20” and “Number 28.” In addition, the Ikebe Laboratory was actively working on a shell structure which was a new technology at that time. And, Nakahara closely related herself to “Numazu City Public Hall(1953)” designed by Ikebe Laboratory, and became close to Hoji Nukushina who was indirectly involved in structural design and Takumi Orimoto, a structural designer of “Number 38 (1958)”. Buildings adopting HP shell in Japan were built from around 1952. The number of shingles of the HP shell accounts for mostly one which constitutes one unit by one sheet and one which constitutes one unit by four sheets. As a new construction of reinforced concrete construction, “Chogakuin temple” is a work that Nobuko Nakahara first worked on after the establishment of the office and was published in a magazine titled “Integration of HP Shell and Tradition.” Chief priest and Parishioners wanted a warm and soft atmosphere. Therefore, Nakahara responded to the demand by adopting "Disconnected HP shell, " for example, by curving the edge beam of the shell. At the time, there were no roofs of exactly the same shape as this. The roof of the main “Chogakuin temple” is a combination of 4 HP shells, and its roof is supported by 4 pillars. The beams and pillars have an equilateral triangular cross-sectional shape, and they handle rainwater with grooves in them. Works that used “Disconnected HP shell” in times when structural expressionism is popular, “Chogakuin temple” is the only example, other than the saddle shell.

     The reason why Nobuko Nakahara was able to complete the design of “Chogakuin temple” to integrate HP shell and the Japanese tradition in 1962, the following could be noted.

     1. She learned about modern architectural thinking from Kiyoshi Ikebe so she could understand Japanese traditional design and structural expressionism.

     2. She experienced the Controversies on Japanese tradition in Ikebe Laboratory and others, and established a basic way of thinking against this problem. She accepted positively the desire of Chief priest and Parishioners while designing this temple.

     3. In the Ikebe Laboratory which was motivated to apply the new technology, she learned about HP shell, gained network with structural designer Hoji Nukushina and others, and completed the “Chogakuin temple” design under the support of them.

     The way of thinking of Kiyoshi Ikebe about tradition simply did not adopt the Japanese element as it was. On the Contrary, it was going beyond tradition using new materials, construction methods, and techniques. As a disciple of Kiyoshi Ikebe, Nobuko Nakahara followed his idea with the cooperation of others and applied them to “Chogakuin temple” in its realization.

  • -HPシェル及び円筒形シェル屋根の振動実験-
    湯川 正貴, 新宮 清志, 平塚 聖敏
    日本建築学会構造系論文集
    2009年 74 巻 646 号 2271-2280
    発行日: 2009/12/30
    公開日: 2010/04/01
    ジャーナル フリー
    Damping is one of the important parameters about vibration phenomena of structures. However it is impossible to evaluate damping ratios by theory or to know ones in apriority from structural systems because there are many environmental factors around and in the structures, for example, those are wind forces, seismic forces, inner frictions in the structures and so on. Recently, accurate damping evaluation has been very important role in a design stage of structures. Damping ratios are tried to make clear through microtremor observations of three shell and spatial structures, and a database consist of 48 samples including the three structures has been made. From these results, the damping characteristics of shell and spatial structures are roughly grasped and choosing the appropriate processing method of the wave data is discussed.
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