Transactions of the Architectural Institute of Japan

[title in Japanese]

Article type: Cover
1965 Volume 115 Pages Cover1-
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_Cover1

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[title in Japanese]

Article type: Cover
1965 Volume 115 Pages Cover2-
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_Cover2

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[title in Japanese]

Article type: Appendix
1965 Volume 115 Pages App1-
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_App1

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[title in Japanese]

Article type: Index
1965 Volume 115 Pages Toc1-
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_Toc1

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AN EXTENDED SLOPE-DEFLECTION METHOD FOR ELASTO-PLASTIC FRAME SYSTEMS IN CONSIDERATION OF THE SHEAR DEFORMATION OF JOINTS

KOICHIRO HEKI, YOSHIHIKO NAKAMOTO, TOMONORI HIRANO

Article type: Article
1965 Volume 115 Pages 1-5
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_1

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This paper presents a proposal of an extended slope-deflection method to analyse elasto-plastic rigid frame systems in consideration of the shear deformation of joints. The authors deal with the analysis in the region of small deformation, assuming that the joint panel behaves as an idealized elasto-plastic system for the shearing force and that the member for the bending moment. The yield process is classified into two types as follows : (i) The joint panel yields for the shear in the first place. (ii) The column or beam yields for the bending moment first. For the both of the types, formulae are derived, and examples of portal frames are illustrated.

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THE VIBRATIONS ON FOUNDATION AND RIGID STRUCTURE PLACED ON A SEMI-INFINITE ELASTIC SOIL GROUND (Part-1)

HIROSHI YAMAHARA

Article type: Article
1965 Volume 115 Pages 6-14
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_6

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A dynamically loaded footing introduces elastic wave energy into the supporting soil. Part of this energy is returned to the footing to contribute toward its oscillatory motion and part is absorbed in the soil, there by producing a damping to the motion of the footing. It is important to maintain the distinction between these two types of energy losses. The former is called dissipation damping and the latter is called internal damping. The dissipation of elastic wave energy from a foundation can be studied by the use of the theory of elasticity and numerous solutions of the problem of a rigid circular footing vibrating at the surface of a semi-infinite elastic solid, have been made known by several authors. Several experimentally test results for a given masssoil system, proved that the internal damping far less contributes to the oscillatory motion of mass and the larger part of damping is occuppied by the dissipation type of damping. This report is devoted to the practical method of evaluating dissipation damping. This method of solution is a original attemption and though is far more brief in comparison with another methods treated on the wave energy diss'pation which have been developed by several authors, their solutions are shown in good agreement. This paper (part 1) includes as a practical example three problemes on the forced vibration of machinery foundation, those are simple motion (vertical, horizontal and rotational), combinative motion and two mass system.

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STRESSES AROUND HOLE AND SINGULAR SOLUTIONS OF SHALLOW H.P. SHELL

Yoshitsura YOKOO, Haruo KUNIEDA

Article type: Article
1965 Volume 115 Pages 15-23
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_15

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SOME CONSIDARATION ON QUANTITATIVE TREATMENT CONVERTIBILYTY OF SPACE

TATUO SEKI

Article type: Article
1965 Volume 115 Pages 24-30
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_24

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Space are often used in double or manifold ways. Japanese have been making use of a room for various uses by means of Funitur. Such convertibilyty of space catches hout eyes today for economy, and many examples of doubled or manifold uses of space are seen when similarity on the function and circumstance of frequence of use are favorable. As study of quantitative treatment was made on such cares by means of the theory of queues applying the cares of hyper-exponential service and hyper-poisson arrival. Though it it is not complete as a method, it may suggeste a transitional one. Examples of a wayer closet in a dwelling house a service case of hyper-exponential service, and conference rooms etc, a office building as a case of hyper-poisson arrival, are discussed.

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THE RESEARCH OF SHOP-DESIGN AND THE RELATION OF THE PERSONALITY : Study of Resional facilities

ICHIRO WADA, KAZUMOTO SUZUKI, ITUSMA KUROSAWA

Article type: Article
1965 Volume 115 Pages 31-37
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_31

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This research was carried out one of the information-act to make a dicision of shop for the project of shopping facilities. For this, research was carried out to clear out to clear up the relation between the selection of shop-design and personality. Dec. 1964, The field work was operated by the group interview to the students of Tokyo Dress-making School. The progress of research was devided into two stages, one was to try Yatabe-Kibler, personal inventry, another was Siheffe's Sensory test by means of color fiem that had photographed the shopfacade (Coffee-Shop) Analisis 1st stage was to compute the standard-deviation-σ-of Yatabe-Kibler test, and in this result, we decided to make two groups ; over+σ-we called it "C" group (Circulate type group), under-σ-called it "S" group (Shizopherenia type group) 2nd stage was to check the statiscal significant between C group (Sheffe's test) and S's by means of "F test". As a result, about, the selection of a facade design we can't see auy relation. The fact made clear that between the selection mechanism of facade design and personality have nothing to do.

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DISTRIBUTIONS OF DWELLING-UNIT-SPACE (2) : On local distinction of living space in dwelling

TSUNESHI MIWA

Article type: Article
1965 Volume 115 Pages 38-43
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_38

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In Japan, there is a constant local dispsition in the average ratio of living spaces in dwelling units. For determination of this charactor, this report analize the frame of reference indicated in several statistics and researches, in the use of Speaman's coefficient of rank correlation, and pick out as a index the living space of owned house. The distribution chart of average ratio of living spaces in owned holse, by the data of 1960 census, shows similar charactors to the chart in 1950. Probably, such a local disposition is influenced by many factors, for instance cultural traditions, customary techniques, natural features, climate, topographical factors, industrial characters, etc. There are several representative groups concerned in "Tatami" size-classfication, after correcting the difference of net-size.

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ON THE DISTRIBUTION OF BAYS IN ZEN STYLE (I)

Kin'ya SEKIGUCHI

Article type: Article
1965 Volume 115 Pages 44-51
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_44

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Generally in the distribution of bays in the Japanese Buddhist architecture the central bay is made a little wider than others in order to increase stability of its exterior. There is especially a distinctive characteristic in the distribution of bays of most buildings in Zen style built in the period between the 14th and 16th centuries. Its ratio is three to two between the central bay and adjacent one. It is based on a characteristic system of eaves bracketings of Zen style. In this style, bracktings are placed not only on the column axes but also between them. Two units of bracketings are placed in the central bay and one in the adjacent one (Fig. 12). As a consequence if the intervals are regular, the ratio between the central and the adjacent bay comes to be three to two. In the case of the Relic Hall of Engakuji (probably built in 14th c.), however, which is the most typical example in Zen style, the ratio is not three to two but four to three, and the intervals between bracketings are not regular between the central bay and adjacent one. There are similar examples in the older Zen style. Consequently it is worthwhile to classify methods of the distribution of bays in Zen style and to examine the transition of each method through all the extant examples of Zen style. The following is the summary of this study. The plans and the dating of these examples are shown in my previous study.

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[title in Japanese]

Article type: Appendix
1965 Volume 115 Pages 52-53
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_52

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[title in Japanese]

Article type: Appendix
1965 Volume 115 Pages App2-
Published: September 30, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.115.0_App2

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