Transactions of the Architectural Institute of Japan
Online ISSN : 2433-0027
Print ISSN : 0387-1185
ISSN-L : 0387-1185
Volume 198
Displaying 1-11 of 11 articles from this issue
  • Article type: Cover
    1972 Volume 198 Pages Cover1-
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
    JOURNAL FREE ACCESS
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  • Article type: Cover
    1972 Volume 198 Pages Cover2-
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
    JOURNAL FREE ACCESS
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  • Article type: Index
    1972 Volume 198 Pages Toc1-
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
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  • Article type: Appendix
    1972 Volume 198 Pages App1-
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
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  • TAIJI SAJI, YASUNORI MATSUFUJI
    Article type: Article
    1972 Volume 198 Pages 1-5,63
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
    JOURNAL FREE ACCESS
    Authores have been studied about the shearing strength of mortar and concrete for few years. In many cases, the rupture of these brittle materials become separation rupture by tensile stress, but no sliding rupture. Only, under the case of compressive stress condition, the phenomenon such as sliding rupture or shearing rupture will occur. In this paper, we describe the strength of cylindrical specimen made of cement mortar which is compressed in a ring on the surface of specimen, and the apparent slip shearing strength as a result of above experiments. First, we describe the outline of the elastic solution of cylindrical specimen subjected to partial compressive force shown in Fig.-1 to analyze this phenomena, secondly, the slip rupture line given the same elastic solution, in this paper (No.1).
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  • MINORU WAKABAYASHI, CHIAKI MATSUI, KOICHI MINAMI, ISAO MITANI
    Article type: Article
    1972 Volume 198 Pages 7-17,63
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
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    The inelastic behaviour of steel frames under monotonous or alternating horizontal force was experimentally studied, using nearly full scale models. The test program consisted of four specimens of one bay one story frames. Two of them were tested under constant vertical loads on the columns. Test frames were end fixed rigid frames of continuous welded construction, using mild steel rolled wide flange sections. In this experiment new apparatus were developed to prevent the out-of-plane deformation and twisting of specimens, and they have shown favorable results on the effect. It was generally observed that the test results do not differ remarkably from those of miniature or medium size models tested previously to this experiment. The horizontal force did not decrease according to local buckling phenomena of member sections. However, in the case that the frame was subjected to alternating horizontal force under constant vertical loads on the columns, the horizontal force decreased owing to out of plane deformation of frame members induced by local buckling. The experimental behavour are fairly well predicted by analysis which are considered the effect of repetition of horizontal force on the inelastic behaviour of frames.
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  • MANFRED SPEIDEL
    Article type: Article
    1972 Volume 198 Pages 19-27,64
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
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    In this paper we develop two themes in continuity to the second part of our first paper : 1. The constitution of semiotic texts, and 2. a graduation of performances of symbolization. In the first paper we introduced the Sign-Graduator developed from PEIRCE's 10 classes of signs. The Sign-Graduator presents 10 levels of symbolization and shows for each level (=each sign class) the number of lower-degree signs which should accompany that sign-class to make it comprehensible and reality-connected.
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  • TETSUZO MIYAZAWA, KO TAKAHASHI
    Article type: Article
    1972 Volume 198 Pages 29-36,64
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
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    This paper is a continued study of previous one, Last paper has reported on the planning of an orange packing house, most advanced situation of facilities in japanese fruit-growing districts, In this paper, deal with an apple packing-house, secondary quantity of yield next to orange. In this paper, we consider the result of investigation of its acutual state and some concrete matter found inside it through the information from the nation-wide questionaire and actual survey of several typical packing houses. The approach of this study is used similar method of the previous paper, but concentrate on the difference between the orange packing house. In case of the apple packing house, the capacity is small and the automation is behind from the orange packing house, but the architecural planning is complicated by many reason, Great number of apple's varieties and the existence of storing facilities affect remarkably in operating process, sorting capacity, number of workers. The problem of cargo-booking, affect the shape and the scale of facility, is not to refered in this paper, It will be reported at a later date.
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  • YASUFUMI KIJIMA, HITOSHI WATANABE
    Article type: Article
    1972 Volume 198 Pages 37-43,64
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
    JOURNAL FREE ACCESS
    The aim of this study is to amplify a capability of a mesh analysis. A data which belongs to some mesh might be keenly identified according to the original mesh. Therefore, a relationship between two parameters is estimated always in the same scale, in other wors in the same dimension. It is possible to imagine that the numerical value of a parameters in an area might have influence on the other parameters in the bigger areas. In this study, we show a corelationship of two parameters in 36 cases which are composed by 6 different levels about both parameters. There are 6 levels of data accumulation. The first level means a data in the original mesh. The second level means a data integrated from 9 meshes; eight out of nine surround the original mesh on center. Accumulated data belongs to the center. The third level from 25 meshes, and so fourth. The changing of the corelationship concerning to the change of levels, is in seven cases all together; A is no changing, B is increasing two-dimensionally, C is decreasing, D is increasing only on one dimension, E is constantly relative on a series of the equivalent levels, F is once increasing and then decreasing, and G is gradually increasing on equivalent levels. Conclusion; According to a parameter, a change of co-relationship has some tendency. It is very important to know the real relationship among several parameters in the exact scale.
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  • YASUTADA WATANABE, TAKESHI NAKAGAWA
    Article type: Article
    1972 Volume 198 Pages 45-52,65
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
    JOURNAL FREE ACCESS
    The method of KIWARI, which has the capacity to include a group of precise measures from some proportional operations in a simple 1 to 10 module, depends on the process of production and also increases productivity. In DAIKU-KIKUJYAKUSYU, KIWARI's measure-system is divided into 1000 numerical parts, although numerical values actually chosen have a tendency to be concentrated several particular numbers rather than being distributed throughout the compass equally. This concentration on particular numbers points out the KIWARI measure-system's character as a module-system.
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  • YOSHIO TAMAKOSHI
    Article type: Article
    1972 Volume 198 Pages 53-62,65
    Published: August 30, 1972
    Released on J-STAGE: August 22, 2017
    JOURNAL FREE ACCESS
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