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204 巻
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原稿種別: 表紙
1973 年204 巻 p. Cover1-
発行日: 1973/02/28
公開日: 2017/08/22
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原稿種別: 表紙
1973 年204 巻 p. Cover2-
発行日: 1973/02/28
公開日: 2017/08/22
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原稿種別: 目次
1973 年204 巻 p. Toc1-
発行日: 1973/02/28
公開日: 2017/08/22
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原稿種別: 付録等
1973 年204 巻 p. App1-
発行日: 1973/02/28
公開日: 2017/08/22
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大久保 全陸, 東 洋一, 飯田 研原稿種別: 本文
1973 年204 巻 p. 1-7,91
発行日: 1973/02/28
公開日: 2017/08/22
ジャーナル フリーReinforced concrete spandrel walls are usually constructed monolithically with beams and columns in low story buildings. Such spandrel walls are not only dead loads on the beams, but would behave as a part of structural members, namely beams with walls. Therefore, it is considered that the stiffness and strength of such members are great higher than those of rectangular beams. In this paper, twenty five test specimens, in which the form of cross-section, shear span ratios, wall thickness, longitudinal reinforcement ratios in beam and shear reinforcement ratios in beam and wall were varied respectively, were tested under many alternatingly cyclic loads, and the behaviors on flexural failure were mainly discussed. Load-rotation angle relationships and cracking diagrams were also shown. The important results obtained from this study are that the final failure of these members were brittle compression failure of thin spandrel wall regardless of tension reinforcement ratios in beams and the load-rotation angle relationships after the failure of compression wall were approximately same as rectangular beam.抄録全体を表示PDF形式でダウンロード (1316K) -
加藤 勉, 秋山 宏, 鈴木 弘之原稿種別: 本文
1973 年204 巻 p. 9-17,92
発行日: 1973/02/28
公開日: 2017/08/22
ジャーナル フリーThe problem of the inelastic local buckling of steel circular tubes stressed beyond yield point is dealt with experimentally. Pure compression is applied on two series of stub columns, one of which consists of tubes without residual stresses, and another consists of tubes with residual stresses due to manufacturing process. Attention is paid to clarify the collapse state of tubes. Empirical formulae shown in the following were derived with reference to the current knowledge of stability in inelastic region. 1) Local buckling of tubes without residual stresses in the strain-hardening region. or [numerical formula] 2) Local buckling of tubes with residual stresses in inelastic region (following equations are applicable to the tubes with R/t less than 40). or [numerical formula] where σ_y=yield stress, ε_y=yield strain, σ_<max>=collapse stress, ε_<max>=collapse strain, R=radius of the tube, t=thickness of the tube.抄録全体を表示PDF形式でダウンロード (1098K) -
大越 俊男原稿種別: 本文
1973 年204 巻 p. 19-25,92
発行日: 1973/02/28
公開日: 2017/08/22
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広木 光雄原稿種別: 本文
1973 年204 巻 p. 27-35,93
発行日: 1973/02/28
公開日: 2017/08/22
ジャーナル フリーLately, from the measured datas of wind pressure fluctuation in the strong wind at Kawasaki coast, I had calculated the response value of displacement on single mass system, and defined the dynamical magnification K. This report is compare this K and dynamical magnification K' used the method of calculations that Davenport used any examples on the equivalent statical wind pressures. As a result of it, K is comparative nearly value to K', but the variation of dynamical magnification K caused by period of single mass system is less than K'. Next, I have showed the calculating method of response value of displacement caused by fluctuating wind pressures when the tower had subsitituted to the multi-mass system, and represented some examples on the transmisson tower that used for the meatsurment of fluctuating wind pressure, and Tokyo Tower. More-over, I had compared the calculating results of these xamples and measurement value of displacement of these towers in the strong winds. As a reault of it, the measurement values is less than the calculating value. But, when the any assumptions has established, these value is approach to nearly value. These assumption are coefficient of wind forces, cross-correlation of displacement, influence of conductors and others, and remained the these problems as the future studys.抄録全体を表示PDF形式でダウンロード (991K) -
武藤 清, 小林 俊夫原稿種別: 本文
1973 年204 巻 p. 37-46,93
発行日: 1973/02/28
公開日: 2017/08/22
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神 忠久原稿種別: 本文
1973 年204 巻 p. 47-53,93
発行日: 1973/02/28
公開日: 2017/08/22
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渡辺 昭彦原稿種別: 本文
1973 年204 巻 p. 55-64,94
発行日: 1973/02/28
公開日: 2017/08/22
ジャーナル フリーIn this paper the author studies analysis information concerning public centers of 23 social education centers, 24 welfare centers and 10 physical education centers. The utilization-rate is calculated by the frequency per annum per object capita and distance from the center to one's home. Part 1 (1) In this part the author models curved lines of utilization-rate by type and analyses charactristics of those models. (2) In this part the author explains the reason of the difference of utilization-rate by type and also by each establishment. Part 2 (1) Generally, the more the distance is, the less the utilization-rate is. But, as a public center it is desirable that the decrease of utilization-rate is stayed within the range of limited difference. Therefore, in this part the author studies some suitable arrangements of establishments. (2) In this part the author studies the distance between the two neighboring establishments from the above point of view.抄録全体を表示PDF形式でダウンロード (1325K) -
松本 啓俊原稿種別: 本文
1973 年204 巻 p. 65-73,94
発行日: 1973/02/28
公開日: 2017/08/22
ジャーナル フリーMore recently, the need for better planning of medical care services and facilities has been accentuated by public discussion of the rapidly increasing cost of hospital care as well as critisism of unnecessary duplication and improper utilization of services and facilities. Already I have proposed that areawide planning methode for medical care facilities compose of planning procedures as follows Setting up hospital region Estimating need of medical care in the region Setting up medical care system I have tried to set up the hospital region and classify the population distribution by service value of hospitals. I found that firstly Aomori prefacture area divide into three regions for the teaching hospital region, secondly it divide into six regions for the district general hospital, and that population distribution couled be classified by degree of profit for hospital utilization.抄録全体を表示PDF形式でダウンロード (1598K) -
井上 充夫原稿種別: 本文
1973 年204 巻 p. 75-81,95
発行日: 1973/02/28
公開日: 2017/08/22
ジャーナル フリーWe have scarcely any information about the temporary shrine of Nukisaki-jinja for eight centuries after that built in 1025 A.D. (see Part 1). Only we have a record about building of the temporary shrine built in 1800 A.D.. According to the record, the temporary shrine was built of logs, bamboo and straw rope, and both the roof and the wall were thatched. The posts were erected upon the dug pits and higher three posts supported the ridge in the similar way as in the temporary shrine of 1025 A.D.. There was the upper floor and it installed the seats of the gods alike to the existing main shrine. But the ground floor was not so important as in the existing main shrine, judging from the conditions of its floor and the stairs. These features suggest that the building of the temporary shrine had originally adopted a form of the primitive Japanese dwelling, which would have a single high floor and have an entrance and a ladder on a gable-side. The temporary shrine afterwards, built every twelve years, have followed the preceding form, in spite of some reduction and modernization. Still in the latest temporary shrine, built in 1968, all posts were erected upon the dug pits and the center post (Shin-no-mihashira) supported the ridge actually. These astonishing adherent characters largely contribute to the history of Japanese ancient architecture.抄録全体を表示PDF形式でダウンロード (1496K) -
土田 充義原稿種別: 本文
1973 年204 巻 p. 83-90,95
発行日: 1973/02/28
公開日: 2017/08/22
ジャーナル フリーThe main shrine of Hachiman-Usagu shrine was built in A.D. 725 and remaked once for 30 years in Heian Period, once for 33 years in Kamakura Period. This form of the main shrine is characterized by the roof of the building having two ridges. The main shrine had two ridges in A.D. 725. The shrine represents the Hachimanzukuri style of Shinto architecture. This type of Sinto architecture did not add another architecture to one but had two buildings with the double gable formed on either side from the beginning. It is important that this shrine has two ridges, because the building with one room called Naiden was used to the sleeping room and another building called Geden was set the chair of the God. My paper on the architectural aspects of this shrine consists of these five parts. 1. Introduction 2. The first construction 3. The reconstruction of the same architectural style 4. Hachiman-zukuri style 5. Construction抄録全体を表示PDF形式でダウンロード (1238K)
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