Transactions of the Architectural Institute of Japan
Online ISSN : 2433-0027
Print ISSN : 0387-1185
ISSN-L : 0387-1185
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Volume 129
Displaying 1-12 of 12 articles from this issue
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  • [title in Japanese]
    Article type: Cover
    1966 Volume 129 Pages Cover1-
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_Cover1
    JOURNAL FREE ACCESS
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  • [title in Japanese]
    Article type: Cover
    1966 Volume 129 Pages Cover2-
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_Cover2
    JOURNAL FREE ACCESS
    Download PDF (35K)
  • [title in Japanese]
    Article type: Appendix
    1966 Volume 129 Pages App1-
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_App1
    JOURNAL FREE ACCESS
    Download PDF (97K)
  • [title in Japanese]
    Article type: Index
    1966 Volume 129 Pages Toc1-
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_Toc1
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  • FORCED VIBRATION EXPERIMENT ON THE MULTI-STORY STEEL FRAMED APARTMENT BUILDING AND ITS ANALYTICAL STUDY
    HAJIME UMEMURA, YUTAKA OSAWA, MASAYA MURAKAMI, TARO TSUBOI, AKIRA YOKO ...
    Article type: Article
    1966 Volume 129 Pages 1-9,55
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_1
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    This is a report on vibration tests to study the earthquake resistance of a apartment house constructed with H-shapes steel frame and precast concrete panels. Vibration tests were carried out on three apartment houses in many different construction steps. A vibration generator was placed on the seventh floor of these buildings and forced vibration tests were carried out. The test results are shown in Fig. 6 through 13. Analytical Examination was made, based on a dynamic model of 30 mass system and compared with the test results.
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  • SEISMIC ANALYSIS OF TOWER BY PARTIAL DIFFERENTIAL EQUATION
    KIYOSHI MUTO, KAZUYOSHI UCHIDA, HIROMOTO TAKASE
    Article type: Article
    1966 Volume 129 Pages 10-14,55
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_10
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    When we try to solve the fundamental partial differential equations on the bending vibration of a tower, it is very convenient to resort to the finite-difference equations as one of the approximate method, based on the assumption that the dimensions and the corresponding values of the sections vary continuously along its height and that they satisfy the so-called Lagrangian inter polation. As occasion demands, we have used unequidistant differences for the purpose of dividing minutely in some regions of the tower or analyzing the seismic response on a arbitrary height. In order to review the adequacy of this analysis and the accuracy of this numerical calculation, we have compared this method with the exact solution on the natural frequency and vibratory mode of homogeneous bars of the same section fixed on a rigid base. And then, we applied this method to the preliminary design of a reinforced concrete tower of multi-usuage and tried to obtain the natural frequency and vibratory mode and carry out the calculation of the seismic analysis. In view of the results so far achieved, this method was found effective in the analysis of tower-shaped structures at large, and can be well applied in various engineering problems involved in partial differential equations.
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  • ROCKING VIBRATION OF STRUCTURES WITH PILES : Part 2. Complex Springinesses at Top of Pile by Bending Vibration of Pile
    SHIZUO YAMAMOTO
    Article type: Article
    1966 Volume 129 Pages 15-23,55
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_15
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  • TIME STUDY OF ARCHITECTURAL DESIGN (3)
    TOSHIHIKO OTA
    Article type: Article
    1966 Volume 129 Pages 24-29,56
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_24
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    In the previous report I showed that the whole time for design is different in proportion to the size of building each kind of architecture. An attempt is made in this paper to propose dividing the flow of actual design process into three stages, after making the survey of flow. The data presented indicates, it's necessary to confirm the substance of design each stage as follows. 1) Actual condition of confirmation method of design brief (preliminary stage) : The architectural designer meet first to the client to know his enterprise building something, and then usually present the sketch plan (1/200-1/500) at the next meeting to confirm or induce the design brief. But mostly this idea fo sketch gives shape of final architectural design. Accordingly there is no distinction between the stage for confirming the brief and realizing an architecture, it'll be necessary to find the confirmation method for brief. 2) Actual condition of working drawings (executive stage) : The working drawings must be the tool for communication of design intention, however, many questions about them are issued from the estimater to the designer. Then it's wanted establishment of form for working drawings. 3) Actual condition of site supervision (supervisory stage) : Generally speaking, if the communication between the designer and the contractor is perfect, the former ought to do anything without design. But in fact, the designer must be engaged in some kind design for general or detail. It will be necessary to clear the meaning of task for designer in this stage too.
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  • AN ECOLOGICAL STUDY ON THE TERRITORY IN RESIDENTIAL ROOMS FOR THE AGED
    HYOICHIRO ARAKI
    Article type: Article
    1966 Volume 129 Pages 30-35,56
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_30
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    In oldsthe nature is likely to be clearly differentiating their personal space from another. For example, in homes for the aged, when multi-residents live in a room, each man makes barriers by tatamis' edge and occupy in this enclosed space. And if others' articles or sleeping beds put in their enclosed space, immediately they put off them. Also because their behavior are not active for degenerated physical strength, they are enclosed them in small life space rather than extend it. So usually we find them in sitting all day idly. But by still more observation, they like rooms' corner, so in 4 beds room they scattered in 4 corners. Sum up them, it be assumed that old people occupied the territory as like as birds in nesting time. Then I tried an actual surved even whether they have occupied territories actually, or what kinds of actions influence to them by spatial and humanistic factors. And I considered that to make use of ecological principles. The results of the survey show that old people have occupied territories and folloing ecological principles have been extracted. So that : 1) principle of adjustment to inorganic enviroment, 2) classification system, 3) order system, 4 effect of pre-living, 5) cooperation system, 6) effect of density, 7) effect of group, and 8) development by time. These are very important theories for home planning for the aged and so on.
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  • COMPARISON OF LEVELS OF CONSTRUCTIVE ACTIVITY AMONG REGION-PREFECTURES (V)
    SYOZI YOSHINO, KIMIKO TOMO
    Article type: Article
    1966 Volume 129 Pages 36-42,56
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_36
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    The report V treated problems cotinued on the report IV. Abjects for analyees in this place are urban area "gun" and 95 cities-these are sampled by one rule. Scale of constructive activity are considered from several sides. Consequently it has been known that individual circumstances occupied a large weight in problems of scale of constructive activity. And to find common tendency in constructive activity was difficult. One of the reasons is that we can, consider well as data are not enough.
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  • THE BRACKET OF THE ZEN STYLE (2)
    KINYA SEKIGUCHI
    Article type: Article
    1966 Volume 129 Pages 43-54,56
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_43
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  • [title in Japanese]
    Article type: Appendix
    1966 Volume 129 Pages App2-
    Published: November 30, 1966
    Released on J-STAGE: August 21, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.129.0_App2
    JOURNAL FREE ACCESS
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