Transactions of the Architectural Institute of Japan

[title in Japanese]

Article type: Cover
1967Volume 132 Pages Cover1-
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_Cover1

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[title in Japanese]

Article type: Cover
1967Volume 132 Pages Cover2-
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_Cover2

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[title in Japanese]

Article type: Index
1967Volume 132 Pages Toc1-
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_Toc1

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FUNDAMENTAL STUDY ON BOND BETWEEN STEEL AND CONCRETE : Part 1, Basic Laws of Bond Stress Distribution II

HIROSHI MUGURUMA, SHIRO MORITA, KOJRO TOMITA

Article type: Article
1967Volume 132 Pages 1-6,61
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_1

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Experimental Studies on Steel Concrete Members with H-Shape Steel

Yoshitsura YOKOO, Minoru WAKABAYASHI, Yasuyoshi SUENAGA, [in Japanese]

Article type: Article
1967Volume 132 Pages 7-16,61
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_7

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ON THE STRENGTH AND STIFFNESS OF THE CORNER CONNECTION IN THE STEEL PIPE COLUMN

YOSHIAKI KUROBANE, NOBUYOSHI HISAMITSU, SUGURU SAKAMOTO

Article type: Article
1967Volume 132 Pages 17-24,61
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_17

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Presented in this paper is the study on the most suitable shape of the stiffner ring in the corner connection subjected to the long sustained loading. Further, the difference of stress distribution in the stiffner ring between the concrete-filled column and the hollow one is investigated. From the results of this study, the following conclusions can be drawn. 1. The stiffner ring (as shown in Type 3 in Fig. 2), with the straight boudary inclined at an angle of 45°to the direction of beam, is small in area and has a Sharp notch in the reentrant corner, and so the marked stress concentration arises there. This type of stiffner, therefor, is inferior in strength and stiffness to those with are boundary or straight boudary at an angle of 30°to the direction of beam (Type 1 and 2 in Fig 2). 2. The approximate analytical solution for the stress in stiffner rings, applicable to both solid column and hollow one, is attained by eq. 2. 3. A remarkable increase in strength and stiffness of the connections is observed for the colum filled with concrete. This is due to the restriction of the deformation in steel pipe by the concrete.

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ON THE STRESS DISTRIBUTIONS OF 3 STORIED SEISMIC WALLS SUBJECTED TO LATERAL FORCE : Analysis on the Seismic Wall by a Lattice Analogy, Part III

TSUNEO IWASHITA

Article type: Article
1967Volume 132 Pages 25-31,62
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_25

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Some 3 storied seismic walls subjected to lateral uniformly distributed load were analysed by a lattice analogy. (See Part I, II). From these results, the author demonstrated the distributions of the stresses and obtained as follows : 1. σ_x has small values generally, but are affected considerably by the frames. 2. σ_y varies straightly almost near the center of the wall, but at the other parts they are seriously affected by their frames. 3. τ has the distributions similar as the elementary theory, and the effects of the frame on τ are little. 4. For σ_1 consists of the previous stresses, in character, are alike τ at the upper stories and σ_y at the lower, respectively. However, these relations are varied extremely with the variation of the stiffness of their frames.

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"Rocking Vibration of Structures with Piles" : Part. 5, Rocking Vibration of Structures with Piles

Shizuo YAMAMOTO

Article type: Article
1967Volume 132 Pages 32-42,62
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_32

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DEVELOPMENT OF THE SOCIAL CONTACT, TIME AND SPATIAL ANALYSIS OF DAILY LIFE OF PEOPLE LIVING IN THE HOUSING ESTATE : Case Study of Blue-Collar Workers Living in Urbans : Investigation of the Function of the Housing Estate (5)

KAICHIRO KURIHARA, SUSUMU TAGO, HIDEO IWANAGA

Article type: Article
1967Volume 132 Pages 43-49,62
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_43

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This is the fifth report of several series of investigations on the function of housing estate in human life The purpose of the reseach is the same with the one mentioned in the first and second reports. This time, actual survey was done to the people in two groups living in 96 houses and 120 dwelling units in 6 "slab type" flats at Fukae-estate, housing quaters of Kobe Steel-works, during November and December 1963. Some of the results of the research are as follows : 1) Social contact in neighbourhood by the inhabitants is dominant as for wives and a pretty deal as for husbands also, while they develop much social contacts in their office. 2) Much contact in neighbourhood is rather done in the private houses or dwelling units than in public facilities, such as a community hall, assembly-hall etc., Inhabitants have visitors in their home almost every day. 3) People do their daily shopping not only in the housing estate area but in the shopping street of the suroundings. But, they get extensive and hobby goods at the department store in the center of their city. 4) People spend the most of leisure time in their own private houses or dwelling units. In this meaning, the houses or dwelling units should also be designed for these leisure time. 5) People have, so to say, a feeling of "community" for the housing estate areas.

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STUDIES ON DURABLE YEARS, MAINTENANCE AND INTEGRITY OF THE GOVERNMENT OFFICIAL HOUSES

SHOGO HASHIMOTO

Article type: Article
1967Volume 132 Pages 50-53,63
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_50

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In recent years, the number of the government official houses which were built by reinforced cocrete has increased and it is a recent tendency that quality should be more important rather than quantity. Yet, there are many problems as following. There are still now the houses which have been put to use by having the big mansions partitioned in postwar house famine days. There are also some houses which were remondelled from the government office buildings the and the storehouses in those days. Or, there have been built the new houses which were located unfavorably. Thus, we have many problems today caused by these conditions. In order to solve them, some houses were reconstructed before an end of their physical life span. I studied durable years, conditios of maintenance, integrity and reconstruction of these various houses.

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THE EVOLUTION OF THE FARMHOUSES IN DISTRICT OF HIBA, HIROSHIMA PREFECTURE : How Four-Roomed Farmhouses Came in to Existence

YOSHINOBU AOYAMA

Article type: Article
1967Volume 132 Pages 54-60,63
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_54

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The farmhouses in the district may be grouped in five types as follows : Type A This is a three-roomed type which is regarded as created in the Edo period and the oldest of the fire. However, no houses ever built previously to the early 19th century can be seen in the district. The plan is a rectangle with two parts almost equally bisected perpendicularly to its longer parallel sides. One of the two parts is unfloored and subdivided into two equal parts, a stable and an earth floor. The other is divided into three rooms called 'Hiroma', 'Zashiki' and 'Nando'. Of these three, 'Hiroma' abutting on the unfloored is the largest, where the occupants spent their daily lives, cooking, taking meals, enjoying warmth around a hearth and receiving their fellow visitors. 'Zashiki' is a parlor prepared for their most distinguisled guests. 'Nando' is a bedroom. Type B This is a varition of Type A, with a small room arranged in 'Hiroma' at its rear corner bordering upon 'Nando". Verging upon 'Nando' this room is supposed to have been a bedroom. Two houses of this type can be found out in the district. Each of them was built at least not later than the early 17th century. Type C In this type the small room of Type B was fully extended on the side of the earth floor. The room was likely to have been used for a bedroom as well. The oldest houses were built at least not later than the 17th century. Type D The extended room of Type C was newly enlarged front-wards and became a larger bedroom, but it did not occupy half the area of 'Hirom' yet. The 'Hiroma' used for the occupants' central space of daily life expanded into the earth floor because of its becoming smaller in space, but this new room was not matted. Type E This is a four-roomed type different from Type D. The 'Hiroma' was divided into two equal parts; a dinning room at the back and a front room for fellow visitors. In the 18th century, Type D and E appeared and in the 19th century Type E became prevalent. In consideration of the above plans, the clues as to how the farmhouses of four-roomedtype in the district came into existence seems to lie in the following three; first the extension of 'Nando' into 'Hiroma', secondly the separation of the dinning room from 'Hiroma', lastly the separation of the room for fellow visitors.

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[title in Japanese]

Article type: Appendix
1967Volume 132 Pages 64-
Published: February 28, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.132.0_64

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