Transactions of the Architectural Institute of Japan
Online ISSN : 2433-0027
Print ISSN : 0387-1185
ISSN-L : 0387-1185
Search
Advanced search
OR
Browse
Search
Volume 207
Displaying 1-14 of 14 articles from this issue
Show all abstracts
    • |<
    • <
    • 1
    • >
    • >|
  • [title in Japanese]
    Article type: Cover
    1973Volume 207 Pages Cover1-
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_Cover1
    JOURNAL FREE ACCESS
    Download PDF (45K)
  • [title in Japanese]
    Article type: Cover
    1973Volume 207 Pages Cover2-
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_Cover2
    JOURNAL FREE ACCESS
    Download PDF (45K)
  • [title in Japanese]
    Article type: Index
    1973Volume 207 Pages Toc1-
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_Toc1
    JOURNAL FREE ACCESS
    Download PDF (35K)
  • [title in Japanese]
    Article type: Appendix
    1973Volume 207 Pages App1-
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_App1
    JOURNAL FREE ACCESS
    Download PDF (22K)
  • EXPERIMENTAL STUDY ON THE PUMPING PROPERTY OF VERMICULITE GYPSUM PLASTER
    HISANOBU NIHEI, [in Japanese], [in Japanese]
    Article type: Article
    1973Volume 207 Pages 1-8,71
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_1
    JOURNAL FREE ACCESS
    Show abstractHide abstract
    This paper deals with the laboratory and field tests to evaluate the pumpability of vermiculite gypsum plaster. The plaster is consisted of South African vermiculite, byproduct gypsum and asbestos throughout tests. Testing items are as follows; a) The laboratory test on flow properties of plaster. b) The pumping test with holizontal 53m pipe. c) The vertical pumping test at a 167m building under construction in Tokyo. The conclusion are as follows; a) It was observed that the flow value by flow-table test was related to the plastic viscosity and yield value obtained by rotary rheometer. b) The flow property of vermiculite gypsum plaster in pipeline could be definited by the relation of flow resistance R and flow value by flow-table test. R=P/L/v P; pressure loss L; length of pipeline v; average velosity c) The holizontal or vertical pumpable length can be caluculated by appling the above equation on flow value.
    View full abstract
    Download PDF (1478K)
  • STUDIES ON ELASTO-PLASTIC BEHAVIOR OF REINFORCED CONCRETE BEAMS WITH SPANDREL WALLS : Part-2・Discussions on stiffness and ultimate flexure strength
    MASAMICHI OHKUBO
    Article type: Article
    1973Volume 207 Pages 9-17,71
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_9
    JOURNAL FREE ACCESS
    Show abstractHide abstract
    Stiffness in elastic range, flexural cracking strength, ultimate flexure strength and restoring force characteristics of beams with spandrel walls were analyzed, and followings were discussed. 1) The stiffness in elastic range would be estimated without making remarkable error by using the substituted rectangular cross-section, where the inertia moment was equivalent to the original cross-section. 2) The flexural cracking strength and the ultimate flexure strength could be calculated by the equations shown in this paper, in which the calculated values agreed well the test results. 3) The stiffness degradation at yielding strength, proposed by Dr. Sugano, would be applied to the calculations of the deformations at the ultimate flexure strength by using the substituted cross-section mentioned above. 4) The restoring force characteristics of the beam with spandrel walls would be approximately expressed by two envelope curves, namely the virgin envelope curve up to the ultimate flexure strength and the envelope curve for the rectangular beam stem after the compression failure of spandrel walls.
    View full abstract
    Download PDF (1052K)
  • PROPOSAL OF DESIGN FORMULAE FOR REQUIRED WEB-THICKNESS OF BEAM-COLUMN CONNECTIONS
    HISASHI TANAKA
    Article type: Article
    1973Volume 207 Pages 19-26,72
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_19
    JOURNAL FREE ACCESS
    Download PDF (612K)
  • EFFECT OF RIGIDITY OF STRUCTURES FOR THEIR DIFFERENTIAL SETTLEMENTS : Part III・Apllication of the Settlement Ratio of Structures
    YASUO HAGA
    Article type: Article
    1973Volume 207 Pages 27-36,72
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_27
    JOURNAL FREE ACCESS
    Show abstractHide abstract
    This paper describes such results of the apllication of the settlement ratio of structures. 1. Progress of settlement ratio of structure. 2. Differential settlement of structures supported by bearing piles. 3. Differential settlement of structures located above a deposit of wethered granit. 4. Settement ratio of rigid frame in space.
    View full abstract
    Download PDF (1158K)
  • STUDY ON A QUANTITATIVE REPRESENTATION OF COACTION OF REGIONAL FACILITIES BY SPACING METHOD
    SHIRO KASHIHARA
    Article type: Article
    1973Volume 207 Pages 37-42,72
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_37
    JOURNAL FREE ACCESS
    Show abstractHide abstract
    This is a part of study on the method of distribution of regional facilities. Last year, I proposed a new analytical method of distribution pattern of regional facilities, named "spacing method". In the report, the difference of Aggregation type and Scatterd type was clarified by comparison with the mathematical model of randum distribution pattern. But the generative mechanism of the two type is not clear yet. In this paper, I make it clear and propose a method of the quantitative representation of coaction of regional facilities. The summary of this paper is following. In this summary, the case in linear space is mentioned. The case in second dimension space is almost same. (1) In case of randum distribution pattern (there is no coaction), the density of individual outbreak m(x) (individual number/length) is uniform as to distance x. (Fig 1, equation (1)) But the density of individual outbreak of Aggregation type and Scatterd type are not uniform as to distance x. (2) The density of individual outbreak of Aggregation type and Scatterd type are presumed equation (2), (18). (3) Making use of equation (2), (18), the mathematical model of Aggregation type and Scatterd type are equation (8) and (19). (4) I applied equation (8), (19) to the distribution of tailors in Tenjinbashi shopping street and the distribution of the post towns in the Tokaido. (Fig 2, 5) (5) A quantitative representation of coaction of regional facilities coincides with the distribution of density of individual outbreak
    View full abstract
    Download PDF (735K)
  • AN EMPILICAL ANALYSIS ON RETAIL LOCATIONS
    TOSHIKATU IWAMI
    Article type: Article
    1973Volume 207 Pages 43-50,73
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_43
    JOURNAL FREE ACCESS
    Show abstractHide abstract
    When a certain person intends to open a retail shop at given site, he must dertermine what types of goods he deals. At this time, he'll consider what type of goods is most profitable on that site condition, what is the distance from that site to station, how many passers-by are there in front of that site, what types of goods are dealt at next doors on the both sides. A present retail distribution pattern in the shopping center is regarded as a accumulation of such considerations. Then, I analyze present retail distributions on the subject about proceding factors. It is easily expected that all managers of retail shops have not passed fair judgement. But I think that, to carry out a survey and analysis on as many samples as possible, and to clear relations of factors which are regarded to influence decisions of types of goods and present retail distribution patters, can give us basic knowledges on planning of shopping centers.
    View full abstract
    Download PDF (1059K)
  • THREE-BAY-SQUARE HALL AN INTRODUCTION TO JODOKYO ARCHITECTURE [2]
    HIROSHI SHIMIZU
    Article type: Article
    1973Volume 207 Pages 51-56,73
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_51
    JOURNAL FREE ACCESS
    Show abstractHide abstract
    From the eleventh century to the twelfth, many Amidados were built. More than half of them were three-bay-square halls. Few buildings of this type had been built by this time. What is the reason for the rapid increase in their construction? There are two reasons : the first and major one is that it was the smallest hall with a formal style; and the other and less important reason is that it coincided with the form of the Jogyodo, a hall which was formerly thought to be the prototype of the Amidado. In order to go to Jodo, a Buddhist heaven, after one's death, it is necessary to perform pious acts. For example, an aristocrat should build a Buddhist hall. The three-bay-square hall was the easiest type to build since it was the smallest hall with a formal style.
    View full abstract
    Download PDF (995K)
  • A STUDY ON THE PROPORTIONAL SYSTEM IN THE JAPANESE TRADITIONAL STYLE : On the Correlational system of dimention at the Buddist temple in the Kamakura period. No.3 : Statistical Analysis of the Specimens. No.8
    TAMOTU IWATATE
    Article type: Article
    1973Volume 207 Pages 57-65,74
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_57
    JOURNAL FREE ACCESS
    Show abstractHide abstract
    Conclusion. 1. In the relation of column surrounding aisle and Kashiranuki, the correlation of H(Height) B(Breadth) of Kashiranuki and H of Kashiranuki the Diameter of column aisle have more close correlation than the relation of B-φ. Where φ is Diameter of column. These relation are reverse of the proportional Tendency in zen style. 2. In the dimentional relation of H, B of Kashiranuki surrunding Central Area-φ, we can find out a proportional sumple about the relation of H-φ. 3. We can find out the proportional relation between H, B of Uchinorinagachi and Diameter of Column surrounding the aisle, to the relation of H, B-φ surrounding the Central Area. 4. At the table of the 35th, in the dimentional relation H, B of the Kashiranuki and Uchinorinuki-φ, the Temple with proportional systemis always the main Hall of Chojuji, and always include next temples. ie Hondo-Daihoonji, -Buddist Temple Hondo-Taisanji-Buddist Temple Jikido-Kongoji-Buddist Temple 5. Samples that apart from the main Group in proportional relation, always, are next the buddist Temple. That is to say. Yakushiji Hall Getsurinji Hondo-Yashimaji Budist Temple. Hondo-Daizenji Buddist Temple. Hall of Amitabha, Myodoji Budadist Temple. 6. In the dimentional relation of Uchinorinageshi-column, the group including Daihoonji Buddist Temple are included next sumple of the Buddist Temple, That is to say, Yakushido, Jyuzenji Buddist Temple, Hondo-Chozuji-Buddist Temple.
    View full abstract
    Download PDF (1241K)
  • [title in Japanese]
    [in Japanese]
    Article type: Article
    1973Volume 207 Pages 67-68
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_67
    JOURNAL FREE ACCESS
    Download PDF (284K)
  • [title in Japanese]
    [in Japanese]
    Article type: Article
    1973Volume 207 Pages 68-69
    Published: May 30, 1973
    Released on J-STAGE: August 22, 2017
    DOIhttps://doi.org/10.3130/aijsaxx.207.0_68
    JOURNAL FREE ACCESS
    Download PDF (236K)
    • |<
    • <
    • 1
    • >
    • >|
feedback
 Top