Transactions of the Architectural Institute of Japan

[title in Japanese]

Article type: Cover
1965 Volume 110 Pages Cover1-
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_Cover1

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[title in Japanese]

Article type: Cover
1965 Volume 110 Pages Cover2-
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_Cover2

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[title in Japanese]

Article type: Index
1965 Volume 110 Pages Toc1-
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_Toc1

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A STUDY ON THE ELASTO-PLASTIC BEHAVIOR OF PORTAL FRAME

JUN SAKAMOTO, ATUNORI MIYAMURA

Article type: Article
1965 Volume 110 Pages 1-7
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_1

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A study is made herein for the evaluation of the criical horizontal load that will cause side way buckling of an inelastic portal frame hinged at its base, subjected to symmetrical vertical loads concentrated on the column only. The equivalent stiffness coefficient (β), which is based on the curvature of unit length, is used in pursuing the load deflection relation. Several numerical examples are shown herein, that obtained by using digital computer.

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EXPERIMENTAL STUDY OF WELDED TUBULAR CONNECTION (PART 3)

HIROSHI KATANANI

Article type: Article
1965 Volume 110 Pages 8-14
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_8

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In previous reports (Part 1 and 2), it is shown that the load carrying capacity of welded T joints are obtained by a simple linear expression approximately. Here, it is tried to apply the results of previous basic model tests to various truss joints, and the relation between the local behavior of joints in actual structure and that of basic model is investigated. First, the trussed beam to column connection is examined, they have the most unfavorable joint for local deformation. At the same time, specimens with joint stffner is tested to evaluate their effect. Common type of truss joint is that two or more branch tubes are connected to chord member, in such case it is guessed that the structural behavior of joint may differ from that of basic model. Nevertheless, by examining several tests on truss joints already reported, it is shown that the results of basic model tests are applicable to common truss joints by using vertical component of axial force in their branch tubes to the chord member. Finally, based on the above investigations, design formulae are proposed by using parameters related to allowable loads of welds of directly welded joints in the present A.I.J. specification.

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A STUDY ON THE SEISMIC RESPONSE OF THE STACK

KENICHI KUWANO, YUKIO ARITA, YOSIAKI NAKAO

Article type: Article
1965 Volume 110 Pages 15-18
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_15

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In this report, the seismic response of the steel stack was treated from the statistical standpoint. The probability distribution of the maximum value of the response in the duration of the earthquake was calculated for the given value of them aximum base acceleration. The distribution spreaded over the considerably wide range, the upper value of the range (defined by the sufficiently small probablity (being 1.5〜2 times the value of mean value. Parallel to the theoretical study, the experiment was performed using the random shaking table. The models, steel canti-levers which had the same cylinderical cross-section and different hesghts, were tested. The results were in good agreement with the theroetical values. Scattering of the data of many ensembles was well explained by the probability distribution which was mentioned above. Thus it was concluded that the maximum response to a typical seismic acceleration pattern is only one point between probable wide range. Therefore we must consider this fact as well as the probable maximum seismic base acceleration.

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TESTS ON LARGE SPLIT TEE CONNECTIONS USED SPLICE PLATES AND HIGH STRENGTH BOLTS WITH INITIAL TENSION

SHOICHI YOSHIMOTO, ATSUNOBU TOKUNAGA, ATSUSHI NAKAGAWA, SHUZO TAKADA

Article type: Article
1965 Volume 110 Pages 19-23
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_19

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Split tee connection is one of the basic pattern of beam-to-column connections which do'nt require to use welding. Tee size and column flange thickness in a connection are determined on the bases of required number of fastners and magnitude of bending stresses. However, heavy flange thickness of column and tees, in general, are required comparing with other parts, so it sometimes becomes a bottleneck at the design of this type of connection. It the previous tests used high strength bolts with initial tension, it has been recognized that the connected elements, flanges of tees and column, behaved to some extent as one element by existence of the friction between them. The fact above led to the suggestion that increasing of number of bolts and setting splice plates between tee and column would develop much more cooperation of the connected elements and would be an effective method for stiffening of this type of connection. This research started from such a point of view and aimed to improve split tee connection. The test results showed that the more number of bolts brought the more rigidity and that splice plates was effective to the stiffening of the connection.

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ON THE ORIGINAL PATTERN OF WARRIOR'S MANNER : THE STUDY OF MANNER, Part 1

UZO NISHIYAMA, MORIAKI HIROHARA

Article type: Article
1965 Volume 110 Pages 24-29
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_24

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Up to this time, the function of architectural space has been studied for creating vessels meeting various requirements of human life. But "function" is realized as a human behaivior. So the creation of architectural space is not only closely connected with that of function, but pressuposes the development of new living style, "behaivior style" which completes the function. The behaivior style has a custom in itself in our lives, and the establishment of space and function does not necessarily lead a new well-matched behaivior style. Therefore, it is necessary to cultivate new function and space composition expecting the developement of new behaivior, according to the true succession and progression of traditional behaivior style in our country. And it is also true that the creation of architectural space can not be completed without the establishment of new barmonious behaivior style with it. In the beginning of study of behaivior style and formula, I analize our traditional behaivior style and formula, that is manner which regulated our behaivior till the World War II was end.

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ON THE PLAN OF THE BUDDHA HALLS OF ZEN STYLE IN THE JAPANESE MIDDLE AGES (1)

Kin'ya SEKIGUCHI

Article type: Article
1965 Volume 110 Pages 30-39
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_30

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In the thirteenth century, a new architectural style was formed in Japan under the influence of the contemporary Chinese style which was brought to Japan with the introduction of the Zen sect, and this is called Zen style. In the research of the plan of this style, we have difficulty in the fact that the most typical buildings of the main Zen monasteries, which were built in the Japanese Middle Ages (13th-16th c.), had been lost by the decay of the sect. But there are several monasteries left which have preserved the old plans and their authenticities were examined by Dr. H. Ohta. However, the features of these plans have not been thoroughly examined, and there is something obscure in the dominant opinion on the plan of Zen style. Therefore the author would like to try in this paper to investigate them, which are illustrated in Fig. 2.

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RECORD OF YEARLY CHANGE, MAINTENANCE AND INTEGRITY OF THE ROOF AND AND THE OUTSIDE WALLS OF A GOVERNMENT OFFICE BUILDING

SHOGO HASHIMOTO

Article type: Article
1965 Volume 110 Pages 40-45
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_40

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For long years, the building have not been given enough maintenance and repairs toward its whole body. Instead, it has been used without tiling on the outside walls, or used with the thick and heavy reinforced concrete slab placed all over on the roof of the building in order to defend the penetration of a bomb. Those maintenance and repairs were temporary ones and were done by halves because those repairs were influenced by the war and occupation. This is the record of minute examination and analysis which explains the circumstances of the time-worn roof and walls. Also this is the record of repair-works of the roof and the walls of the government office building.

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[title in Japanese]

[in Japanese]

Article type: Article
1965 Volume 110 Pages 46-
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_46_1

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[title in Japanese]

Article type: Appendix
1965 Volume 110 Pages 46-
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_46_2

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[title in Japanese]

[in Japanese], [in Japanese]

Article type: Article
1965 Volume 110 Pages 47-
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_47

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[title in Japanese]

Article type: Bibliography
1965 Volume 110 Pages 48-50
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_48

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[title in Japanese]

Article type: Bibliography
1965 Volume 110 Pages 50-
Published: April 28, 1965
Released on J-STAGE: August 30, 2017

DOIhttps://doi.org/10.3130/aijsaxx.110.0_50

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