日本建築学会論文報告集

表紙

原稿種別: 表紙
1959 年 61 巻 p. Cover1-
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_Cover1

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目次

原稿種別: 目次
1959 年 61 巻 p. Toc1-
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_Toc1

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CONTENTS

原稿種別: 目次
1959 年 61 巻 p. Toc2-
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_Toc2

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1 二次元の熱伝導の図式解法 : 火災時に於けるコンクリート部材の内部温度分布の算定

原田有, 安達竜三

原稿種別: 本文
1959 年 61 巻 p. 1-7
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_1

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Graphical method for the heat conduction problems were already discussed by Schmidt, Osida, Emmons e.t.c.. But when the thermal diffusivity κ is a function of temperature or space, few ones were discussed. Thereupon, we discussed one method for the two-dimensional heat flow problems when κ is a function of temperature, and applied this method for a practical problems to find the temperature distribution of a reinforced concrete construction which is heated by a fire and its κ decreases by the elevation of its temperature. As an example, we showed the graphs of the temperature distribution of a member which is heated by the 3rd class fire of J.I.S.A 1302. This paper is a fundamental research to calculate the thermal stress which is caused by a fire.

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2 粘性土地盤の安定度に関する土の攪乱の影響

吉成元伸

原稿種別: 本文
1959 年 61 巻 p. 8-15
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_8

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本論文は粘性土地盤の(1)安定度の検討(2)基礎構造の設計及び地盤改良の根底の問題に関する基礎的な土質性状を究明しようとするもので具体的には大略次の様な内容を論じている。(1)不攪乱土と攪乱土との力学的性質の相違、並びにそれら相互の関係の究明(2)鋭敏比の概念に関する重大な錯誤の指摘(3)鋭敏比にかわる新しい考へ方の提案並びにこれにもとづいた粘性土地盤の安定度に対する考察(4)粘性土地盤に対する基礎構造の設計、地盤改良法の根底事項尚これら各項に関して論ずる内容は後節にて示す通り、数種の粘性土に対して行つた攪乱、不攪乱両試料に就いての一軸圧縮試験、標準圧密試験、三軸圧縮試験(圧密急速剪断)による力学的試験とこれに附随して必要な物理試験の結果にもとづいている。

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3 鉄筋軽量コンクリート柱に関する研究

上村克郎

原稿種別: 本文
1959 年 61 巻 p. 16-23
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_16

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構造用軽量コンクリートを使用した鉄筋軽量コンクリート柱の実験は大崎博士が昭和27年に発表されたものがある。その他では筆者等の行つたもので鉄骨鉄筋軽量コンクリート柱に関するものが二三ある。前者は小型試験体、後者はやゝ大型試験体であるが、本報告で取り扱う実験は中型試験体でかつ試験体数も合計39本製作して、コンクリート種類・鉄筋比・偏心率を変化させて鉄筋軽量コンクリート柱の耐力を普通鉄筋コンクリート柱と比較検討した。そして、実験結果と理論的計算から鉄筋軽量コンクリート柱の断面設計を常用設計式で行う場合の安全率を検討して、基準値(第9表)を「鉄筋コンクリート計算規準(昭和33年11月)」に対応して定めたものを提案し、特殊コンクリート構造設計基準中の「鉄筋軽量コンクリート構造(1955年改定原案)」の改定に際してその資料とすることを目的とした。なお常用設計式による柱の検討は既に報告したので省略する。鉄筋軽量コンクリート梁に関しては、ヤング係数比と釣合鉄筋比の関係を除いては、耐力上、安全率の点で余り問題になる点はない。しかし、梁に関しては別に報告する予定でいる。

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4 格子のlimit analysis

横尾義貫, 松岡理, 中村恒善

原稿種別: 本文
1959 年 61 巻 p. 24-29
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_24

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This paper is concerned with the limit analysis of grids. Firstly, taking a simple unit grid, we give a general expression of equilibrium, in a sort of form of difference equations. Based upon the above equations, where we neglect for simplification the terms of Torques, we treat rectangular grid, circular and conical grids. The rectangular grids are supported in two ways; the one with four fixed sides and the other supported at four corner points. The circular and conical grids are supported with inner fixed edge circle and free outer circle. In cases of axially sunmetrical loading, where no torque exists, we could approch lower bounds to upper bounds with sufficient accuracy.

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5 階差法の応用による円筒殻の一近似解式

石崎溌雄

原稿種別: 本文
1959 年 61 巻 p. 30-34
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_30

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Several solutions on circular cylindrical shell roofs have been obtained up-to-date, but they are rather complicated for practical eingineers. Solutions presented here are obtained from the ordinary differential equations which are developed from the fundamental partial equation by using the finite difference method in one direction. The shell is divided into a number of strips in one direction, and in another direction, the solution of each strip is got by the Fourier sieries. The solutions, as an example shown in this paper, were obtained by dividing the shell into six strips in the circumferential direction along the longitudinal direction. Since they are expressed as the simple formulae, the displacements and stresses of the shell roof, simply supported on the boundaries under concentrated, uniform and one side loads, can be computed easily. As a numerical example, the deflections of a cylindrical shell roof, 20m long and 10m in span with 60° of the open angle, obtained by the formulae for given loads, are shown in the figure together with the values of some stresses computed from them. In some cases, errors due to the finite difference cannot be neglected, but they can be reduced by dividing the shell into smaller strips. The author believe that the method used in this paper is applicable to other problems, for instance, the bending of plates or eigen-value problems in two dimensions.

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6 水平力をうける立体架構のLimit Analysis

横尾義貫, 山肩邦男

原稿種別: 本文
1959 年 61 巻 p. 35-41
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_35

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There have been some studies an the limit analysis of plane framework subjected to various loading. As yet, however, little attention has been paid to that of space frame. Particularly, since the final capacity of actual structure subjected to lateral force is decided according to the entire collapse of structure, it will be necessary to treat structure as space frame. From this viewpoint, on the present paper the authors intended to study the conditions of collapse of space frame subjected to lateral force, relations between final capacity and eccentricity of lateral force, the states of stress in yield hinge, and so on. At first, the interaction curve for bending and twisting of plastic bar of circular section was obtained by means of the application of the method which P.G. Hodge used in his paper (Jour, of App. Mech. Sept. 1957), and it was shown that the curve coincides with the approximation from above according to R. Hill and M.P.I. Siebel (Jour, of Mech. and Phys. of Solid, 1953). And the equation (M/M_0)^2+(T/T_0)^2=1 being approximate to the interaction curve was adopted as yield limit of column under combined action of bending and twisting. The analysis on the final capacity of space frame subjected to lateral force was shown under the assumption that sections of all columns are circular and the floor is aufficiently rigid, and some examples were taken. As the result, the relation between the final capacity and the eccentricity of lateral force, the ratio of T/T_0 to M/M_0 in yield hinge and phases of collapse of space frame were discussed. Particularly, the fact that T/T_0 is generally negligible in the comparison with M/M_0 for the formation of yield hinge was certified. And a practical method of calculation of the final capacity was shown by means of the neglection of torsion based on the fact mentioned above.

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7 筋違の配置とその効果に関する研究 : 応力調整法(仮)による弾性,塑性域筋違一般配置における横力分担の性状ならびに計算法について

谷資信

原稿種別: 本文
1959 年 61 巻 p. 42-50
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_42

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Teis paper presents a solution for the lateral force distribution in bracings arranged continuously or dispersely in three dimensional many storied framed structures using the method of difference equations and stress-controlled calculation. The method of stress-controlled calculation is a relaxation method using that we can find easily a solution for the lateral force distribution in elastic or plastic bracings arranged continuously or dispersely in three dimensional many storied framed structures. Numerical results using the method of stress-controlled calculation show that the ratio of lateral force distribution in elastic brancings arranged continuously in the framed structures and in the open frame is smaller than the ratio of the shear rigidily of bracings and of the open frame, but the value of the same ratio in bracings arranged dispersely is roughly equal to the ratio of the shear rigidity of bracings and of the open frame. This paper also contain numerical results using the method of stress-controlled calculation for the lateral force distribution in plastic bracings arranged continuously or dispersely in framed structures.

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8 多層平面壁の不定常熱伝導の解法(1)

長谷川房雄

原稿種別: 本文
1959 年 61 巻 p. 51-59
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_51

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Althought the linear conduction of heat in plain walls by using the Laplace transformation are given numerous examples in "The conduction of heat in solids" by H.S. Carslaw and J.C. Jaeger, there are no reports bearing on the general solution of unsteady conduction of heat in multilayer plain walls, so far as the writer is aware, In the present research, which deals with a general solution for unsteady conduction of hert in multi-layer plain walls under different conditions, consists of two parts, of which the present one is the first and describes a method for obtaining the boundary temperatures and heat flows in the Laplace transformation. The second report will treat the cases when the heat production or initial temperature in any layer are considered and also by the convers transformation, form these functions temperatures and heat flows would be obtained in the functions of the time (t). Defining h (s) and q (s) as the Laplace transforms of the temperature θ (t) and heat flow Q (t) respectively, we get; [numerical formula] [numerical formula] where h_1 (s) and h_2 (s) are Laplace transforms of temperatures at both layer boundaries. From these equations, θ (t) and Q (t) will be obtained by convers transformation. In multi-layer plain walls (initial temperature is O), we get the relations of the laplace transforms of three boundary temperatures by considering the balance of heat flow at each boundary. For example, at boundary (1,2), we get; [numerical formula] where _1ω_2 (s) is the Laplace transform of heat flow produced at boundary (1,2); M_1, N_1 etc. are functions which are made up of constants of the layer shown by each suphix; _0h_1 (s), _1h_2 (s) and _2h_3 (s) are Laplace transforms of temperatures at boundaries (0, 1), (1, 2) and (2, 3) respectively. As we may obtain such a relation at each boundary, the Laplace transforms of unknown boundary temperatures would be obtained by solving simultaneous equations. For example, if we know _0h_1 (s) and _nh_i (s) which are the Laplace transforms of temperature at the boundaries (o,1) and (n,i) in the plain wall composed of n layers, the Laplane transform of temperature at boundary (ν-1, ν) would be [numerical formula] where _1A_n' (s) etc. are functions relating to the constants of the layers and composition of the multilayer wall, and are obtained by the next two recurence formulae, [numerical formula] where we define [numerical formula] Temperature and heat flow in any layer are obtained by solving (1) and (2) simultaneously, In the cases when fluid layers ar/and a semi-infinite layer are contained in the wall, and when heat flow at a boundary is shut out, we get similar results by employing _1A'_n (s) functions which are extentions of their definitions.

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9 拡散体を取り付けた壁面からのエコーの分布に関する超音波を利用した模型実験

石井聖光

原稿種別: 本文
1959 年 61 巻 p. 60-65
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_60

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The distribution of echo from wall on which many kinds of diffusers were fitted were measured by scale models to find out the suitable shape of diffusers. The scale of the wall model is 1/10 and its size is 180cm in width and 30cm in height. The shape of wall models are flat and curved surface of 5m in radius. The shape of diffuser which are fitted on these walls are polytriangular and polycylindrical, and their width and depth is 18cm and 2.7cm. The sound used in these experiments is 1/3 octave band noise and their mean frequency is 2.5kc, 5kc, 10kc and 20kc. The cone type tweeter is used as the sound source forthe lower frequency and the condenser speaker for the higher frequency. The microphone is condenser type for all frequency range. At the first stage of these experiments, the distribution of echo from flat wall on which there no diffuser was measured. This case is very simple, so the theoretical calculation of the echo distribution is easy. From the comparison of the results of experiment and calculation, it was found that the accuracy of this experiment is ±1.5dB. At the second stage of these experiments, the distribution of echo of more complex cases were measured. In these cases theoretical calculation is difficult. The results of these experiments are as follows. 1. Tne pifference of echo intensity level between front and side area of the wall is much more when the diffuser is triangular than it is polycylindrical. 2. When the triangular diffuser is fitted, loud echo is observed at the side area of the wall at the higher frequency (10kc and 20kc). 3. The echo distribution is more uniform when the polycylindrical diffuser is used. 4. The reason of these phenomena is that the plane surface of every triangular diffuser reflects sound regularly at the higher frequency, so the neflacted sound separate into two groups which travel towards left and right, so reflected sound towards the front of the wall is weak, but the polycylindrical diffuser reflects sound towards wide direction.

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10 数種の塩類飽和水蒸気圧測定結果について : 恒湿槽作製のための資料

斎藤平蔵, 林敏夫

原稿種別: 本文
1959 年 61 巻 p. 66-72
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_66

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This is the result of measuring the Aqeous Vapor Pressure of saturated Salt Solution by using the aparatus to measure the vapor pressure of solution, which is concidered by Prof., K. SHIBA, as shown in Fig. 1 and 2. In these several years we had studied about the vapor transfer through some building materials. This paper is one of the important specimen to measure exactly the aqeous vapor permeabilities in laboratory. The results are shown in Table 4, comparing the results by other authorities.

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11 映画館ロビーの全体色調検討のための情意実験

小木曾定彰, 乾正雄

原稿種別: 本文
1959 年 61 巻 p. 73-80
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_73

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The superiority of the color of a movie theater lobby depends on its whole tone of color, especially on the warmth given by the tone. We, through the cautious methodological research, found that the psychometric method is effective in order to treat this problem, and made the following experiment. First, in advance of the experiment, we measured and recorded the colors of the movie theater lobbies in Tokyo, and at the same time we took color photographs of these lobbies. Second, we picked up thrty those photographs as examples. Then, according to the method of paired comparison as a psychometric method, we showed them to four observers (who have excellent aesthetic sense) in order to get their answers about the superiority, warmth, and intensity of stimuli of the colors. We aranged these data statistically, and gave the examination marks to every lobby. Further, we examined the relation between the superiority and the warmth of every lobby and anallised some factors which are thought to be related to the warmth of the lobby, the balance point, illuminant color, illumination, etc. And then we examined the relation and the factors from various viewpoints, using many data connected with this problem. As the result of the avove mentioned research, we got the following conclusion. Most of the successful examples were found among the comparatively warm ones (whose balance point is in most cases in the warm colors more than chroma 4) and the comparatively cool ones (whose balance point is in the achromatic colors less than chroma 1). The main contents of this paper is the full account of the methodological research of the above mentioned experiment.

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12 外科病棟について

田口正生

原稿種別: 本文
1959 年 61 巻 p. 81-84
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_81

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This is a report of seveval problem in the surgical ward planing. We investigated the distribution of the illness-types and it's cave types in the surgical wands of the several general Hospitals. At the in-patient surgical wards planing, the distribution and the average stays of main illness are a important problems at a decision of sickroom alloting. The point of surgical in-patients are ab-dominal surgery and anal diseases, and so enima room, sitz-bath, oxggen and vacuum pipings are the most necessary equipments. etc….

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13 対象の大きさが、大きさと形の恒常視に及ぼす影響に関する実験的研究

黒田正巳, 福原昌明

原稿種別: 本文
1959 年 61 巻 p. 85-93
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_85

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It should be investigated whether the degree of constancy is variable in accordance with the magnitude of object even when the relative position between the object and the observation point remains the same. The objects are seven square walls, 2.5m×2.5m, 1.667m×1.667m, 1.111m×1.111m, 0.741m×0.741m, 0.494m×0.494m, 0.329m×0.329m, 0.219m×0.219m. The selection method was employed. The subjects are fixed, and the objects are moved. Main conclusions-1. The smaller the magnitude of object is, the higher the degree of constancy. We named it "Magnitude Effect". 2. The larger the observation distance is, the more conspicuous "magnitude effect". 3. In peculiar points, over constancy of shape appears. 4. Regardless of the magnitude object, the larger the distance is and the smaller the deviation angle is, the lower the degree of constancy. 5. Regardless of the magnitude of object, the degree of constancy becomes lower in the order of convergence, shape, and size.

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14 大阪都心部における路外有料駐車場について

川名吉ェ門, 駒日出男, 久保晴茂

原稿種別: 本文
1959 年 61 巻 p. 94-99
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_94

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The authors studied parking areas in the C.B.D. of Osaka City. Judging from their distribution in the C.B.D., they are standing such sites where garages within the greater buildings are very few, and many of them are only used as garages. Parking areas are clasified into several types by their charactor, but there are little relation of the charactor between parking areas and curb parking. Increasing trend of parking area is therefore quite another affair from the overflowing curb park.

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15 都市住宅の立地について

菅陸二

原稿種別: 本文
1959 年 61 巻 p. 100-106
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_100

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We can pick out the social factors which control the lacation of urban housing: -as "working factors", "living factors" and "educational factors". These factors can be called "dwelling factors" as a whole. In the other hand, we can point out such natural factors as the bearing power of soil; those factors can be called "constructive factors". Among the factors mentioned above, working fators which are determined by the average distance from the houses of workers to their workshops, is considered most influential. The average distance S from a certain house is given as follows: [numerical formula] where M_i is the number of living-out employees in a workshop i, and S_i is the time for attendance from the house to it. It is generally appropriate that the value of S is the smaller, the condition of working factors are the better, and the land value of that housing site is the larger. By the mathematical analysis of the value S and the infered distribution of M_i in the city, we can assume that the land value of housing site decreases almost straightly in accordance with the distance from the center of urban area. Then we obtain an approximate formula as follows: where L=L_0-αT-βF L=land value at a certain housing site, L_0=land value at the center of urban area, T=time for traffic to the center of urban area (in min.), F=time on foot to the nearest station (in min.), α & β=coefficients. Applying some examples of actual land price paid by Japan Housing Cooperation in Tokyo to the formula, we get L_0=42.4, α=0.52, β=0.62 (each unit=\1,000). Premissed that the land value on the suburbs of city is constant, the above formula shows the land value in the city increases with the development of urban area. This plain tendency has various and strong influence on the location of housing, because the workers or other people of lower classed are generally more necessary to live near the center of city contrary to their poor purchasing power.

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16 防火上必要なスパンドレルの高さ

横井鎮男

原稿種別: 本文
1959 年 61 巻 p. 107-111
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_107

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Concrete buildings having large window area have been recently increasing in numbers. Once fire breaks out in one room of such buildings, glass of windows of the room will certainly broken by fire and hot gas may eject from the windows and then glass of upstairs windows heated by rising hot gas may also be broken and consequently fire will spread to the upstairs. To prevent such fire spread to the upstairs, the height of the spandrel between the above and the below windows must be large enough to cool let low the temperature of rising hot gas to a difinite limit, lest the upstairs windows should be broken. The necssary height of the spandrel of a building depends upon various conditions of the building. In this report the method of calculating the necessary height is discussed based chiefly upon the author's theorems which have already been reported.

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17 文部省における「百科全書」刊行の経緯について : 文部省刊行の百科全書「建築学」に関する研究・その1

菊池重郎

原稿種別: 本文
1959 年 61 巻 p. 112-119
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_112

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関藤成緒訳百科全書「建築学」の背景となつている文部省刊百科全書の成立過程についての以上の諸考案を要約すれば次の通りである。1.この「百科全書」は明治4年文部省の編輯寮において箕作麟祥(1846〜1897)主唱の下に英書飜訳によつて刊行に着手された。2.「百科全書」は文部省から篇別分冊の形式で明治6年から明治16年に渉つて逐次刊行され、その首巻は明治6年9月刊の箕作訳の「教導説」である。3.箕作麟祥は明治のフランス法学者であるが、当時官学教授職の最高位にあつた洋学者であり、かつては日本最初の英和辞書「英和対訳袖珍辞書」編纂協力者であつた。4.「百科全書」の刊本には、文部省分冊版の外に明治10年5月から刊行された20冊の合冊版、この合冊版を書肆有隣堂がそのまゝ飜刻市販した有隣堂版、および明治16年にはじまる原書の1874年第5版による書店丸善の丸善版があつて広く世に行なわれた。5.「百科全書」の原書は、William & Robert ChambersのInformation for the Peopleの1858年第4版すなわち安政5年版であつて「ウエリシ・セリーズ」ではない。6.百科全書「建築学」は文部省版および有隣堂版にはじめから附せられた書名で、丸善版では「造家法」と題された。なほこの論考は「建築学」および「造家法」の考察に続くが紙数の関係から以上をもつて「その1」とする。

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18 鹿児島県民家の「ナカエ」に就いて

野村孝文

原稿種別: 本文
1959 年 61 巻 p. 120-126
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_120

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The Room Nakae of the farm-house of Kagoshima Prefecture is used for multi-purposes. It is used for cooking, dinning, receiving intimate visitors, sleeping and so forth. The word "Nakae" is not a special word used only in Kagoshima, but it is used in broad areas in Japan. But it is remarkably used in West Japan. The word "Nakae" has philologically originated from the "Nakai", meaning a central living room. And it has the same philological origin of the words "Nakama" or "Nakaza" of Louchou. But the "Nakae" of Kagoshima farm-houses has a special character. For Kagoshima farm-house itself is a special type among the Japanese farm houses. The Kagoshima farm houses are consisted from two separate houses, "Nakae" and "Omote". Their prote-type is Louchou farm houses. In this transation, it is treated that, How the several types of, "Nakaes" of Kaghshima farm-houses are deduced? And that, Concerning to this problem, how the "Nakabashira" and "Daikokubashira" are brought forth.

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19 墓廟と宝形造り

井上充夫

原稿種別: 本文
1959 年 61 巻 p. 127-133
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_127

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わが国における墓廟的性格の建築には、墓堂・御影堂・法華堂など、各種の名称をもつものがあつたが、それらには宝形造りのものが比較的多かつたことが、遺構その他から推察される。これらの各種の代表例について、その建築目的・形式・用い方などを吟味すると、これらの建築は一般に、墓そのものと同じく礼拝の対象となり、かつその内部は物故者のための占有空間の性格をもらていたことがわかる。そしてそれらの多くが宝形造りの形式をとつたのは、塔婆の場合と同じく、対称性の強い形態が人格の表現に適したからであることを論ずる。

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20 万延度御普請江戸城本丸大広間の設計について

内藤昌

原稿種別: 本文
1959 年 61 巻 p. 134-142
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_134

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The castle of Edo was the most important architecture in the milital class. The Great Hall (designed by Wakasa Koura, 1860) was magnificently and luxuriously. So I recognigs it the typical type in the Edo perion, and cleare the modular co-ordination of this structure. In order to dispose a building in a spacious site, Wakasa Koura had to estimate a rough measure of the building at the centre-to-centre by 6.5 feet (called 1 ken). As to the planning of the interior of the building, however, he did best in making use of the strength of the surface-to-surface dimentional co-ordination. This co-ordination was developed exactly to 0.0001 feet by the solid geometry. (This structural technique was colled kikujitsu.) Carpenters, of course, was not in need of making so exactly. But It must be pointed out that this design constitutes the highest technique at the traditional Japanese architecture.

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21 近世に於ける仙洞御所の沿革

平井聖

原稿種別: 本文
1959 年 61 巻 p. 143-150
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_143

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Today, there is an area for the ex-emperor's palace at the south-east side of the Kyoto Imperial Palace. The ex-emperor had been accustomed to live in this site untill 1868 A.D., when the capital was trancefered to Tokyo from Kyoto. In 1603 A.D., TOKUGAWA-Ieyasu was appointed to the Shogun and first he built the ex-emperor's palace for the Emperor "Goyozei". Since this time, the Tokugawa Shogunate built some palaces for each ex-emperor. These were built beside the north or south of the Imperial Palace too and at the most prosperous period, there were 4 dalaces for 3 ex-emperors and one ex-empress around the Kyoto Imperial Palace in the same time. In the Edo era more than 20 palaces were built. These palaces, in this era, were built by the same style with traditional residences of cort nobles, but the palace, built in 1790 A.D., was designed in the referenced style to the palace in the Heian era (9.c.-12.c.), when the Kyoto Imperial Palace was built for the first time. This paper presents the outline of the history of the ex-emperors' palaces, built by the Tokugawa Shogunate from the beginning of the 17.c. to the half of the 19.c.

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(22) SPECTRAL ASPECT OF EARTHQUAKES

William T. Thomson

原稿種別: 本文
1959 年 61 巻 p. 151-156
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_151

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日本建築学会論文報告集・正誤訂正(第59号・第60号)

原稿種別: 文献目録等
1959 年 61 巻 p. 157-158
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_157

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SYNOPSIS

原稿種別: 文献目録等
1959 年 61 巻 p. 159-167
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_159

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奥付

原稿種別: 付録等
1959 年 61 巻 p. 168-
発行日: 1959/03/25
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.61.0_168

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