日本建築学会論文報告集

表紙

原稿種別: 表紙
1977 年 259 巻 p. Cover1-
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_Cover1

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目次

原稿種別: 表紙
1977 年 259 巻 p. Cover2-
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_Cover2

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SI 単位の換算率表

原稿種別: 付録等
1977 年 259 巻 p. App1-
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_App1

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CONTENTS

原稿種別: 目次
1977 年 259 巻 p. Toc1-
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_Toc1

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奥付

原稿種別: 付録等
1977 年 259 巻 p. App2-
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_App2

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建築材料としての無機複合材料に関する研究 : その 6・せんい強化 : 引張強度の理論式とせんいの分散による強化係数 k

岸谷孝一, 平居孝之

原稿種別: 本文
1977 年 259 巻 p. 1-7
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_1

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This paper is to follow the previous part 5 in which experimental results and some considerations on fiber reinforced inorganic composite materials are reported. According to the experimental results, we propose a model explaning the tensile fracture mechanism of fiber reinforced inorganic composite materials. This model is that initially both the matrix and the fibers carry tensile stress and when the tensile stress of the matrix becomes equal to the tensile strength of the matrix, a cradk initiates in the matrix. After the crack appeares in the matrix, only the fibers carry the tencile stress and the ultimate fracture occurs by pulling out or breaking of the fibers. On the basis of this model, the cracking strength of fiber reinforced inorganic composite materials is estimated by σ_<cra> and the ultimate tensile strength is represented by the larger one of σ_<cra> and σ_<f0-> Where σ_<cra> is the tencile stress of fiber reinforced inorganic composite materials when the tensile stress of the matrix is equal to the tensile strength of the matrix, and σ_<f0> is the maximum tensile stress which the fibers can carry by themselves. By the way in the study of the theoretical tensile strength of fiber reinforced composite materials, the statistical calculation of the fiber dispersion often becomes a matter. We put the name of "Reinforcing Factor k by Fiber dispersion" on this problem and take some considerations, that we analyse and lead the value of k in several cases of the fiber dispersion.

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飽和層・乾燥層から成る層状地盤の動特性

多賀直恒, 富樫豊

原稿種別: 本文
1977 年 259 巻 p. 9-19
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_9

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The method of analysis of soil deposites with fluid saturated soil layer is proposed. Free vibration, frequency response and seismic response of a stratified ground which is composed of two layers-dry soil layer and water contended layer-, are presented and discussed. The ground considered, is assumed to be dry above the water tabel and saturated with water under the level. Eigenvalue analysis for such a ground by using the finite element method is carried out and transfer properties by the wave propagation method are obtained. The numerical results show that the water in the soil deposit deteriorate the ground stiffness and increase the damping properties in shear motion, whereas in the longitudinal motion, the stiffness and damping in the ground are increases. The seismic response analysis of the same soil layer gives the similiar properties in shear motion.

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原子炉建屋の弾塑性地震応答解析 : その 2 : 解析例による検討

田中宏志, 梅村魁

原稿種別: 本文
1977 年 259 巻 p. 21-30
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_21

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The reactor building of a Mark II BWR plant is a complex reinforced concrete structure. The major earthquake resisting structural components of the reactor building are box and conical shell walls which are coupled in horizontal direction by floor slabs. To evaluate the dynamic behavior of a reactor building during very severe earthquake, time history response analyses are performed considering the nonlinear moment-rotation and shear stress-shear deformation characteristics of walls. The results of nonlinear analyses are compared with those of elastic analyses and the differences are examined. The maximum shear force and overturning moment of single cantilever model showed fairly good agreement with those of 3-cantilever model. The effect of maximum acceleration of the input motion on the nonlinear response of the structure are examined using El Centro and Hachinohe earthquakes. The difference of the change of response due to those two earthquakes are affected by the nonlinear behavior of the structure. The maximum strain energy of the member associated with its maximum strain caused by El Centro earthquake motion are evaluated, and it is shown that the maximum strain energy is nearly proportional to the square of the amplitude of the input motion to a certain level. The maximum member strain energy will be a good measure of the intensity of the earthquake effect on structure in nonlinear range in which stress or deformation are no longer proportional to the amplitude of input motion.

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確率地盤-構造システムの最大確率密度応答 (梗概)

富沢稔

原稿種別: 本文
1977 年 259 巻 p. 31-43
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_31

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一方向曲線梁で補強のフラットスラブ (梗概)

松井源吾, 十代田昭二

原稿種別: 本文
1977 年 259 巻 p. 45-52
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_45

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H 形鋼材の非定常履歴単軸応力歪関係式 (梗概) : 第 I 部実験的研究

横尾義貫, 中村恒善, 小宮山俊朗, 河田康夫

原稿種別: 本文
1977 年 259 巻 p. 53-66
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_53

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The result of a series of non-stationary tension-compression tests on 20 plate specimens taken from a wide-flange steel member is presented in Part I. The values of the parameters characterizing each half cycle in the Ramberg-Osgood representation are derived from the experimental data. As a preliminary data processing, the sample regression lines of these parameters on the dimensionless preceding stress amplitudes are derived and the correlation coefficients are estimated. In Part II, a set of non-stationary hysteretic stress-strain relations of a bi-nonlinear form is derived, with the four parameters regarded as functions of the dimensionless preceding maximum stress amplitude and the sign of strain-or stress-rate.

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平均皮温の算出式に関する工学的研究 : 熱伝達率と皮面積で重み付けした平均皮温

持田徹

原稿種別: 本文
1977 年 259 巻 p. 67-73
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_67

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As a method for averaging skin temperatures which show its own value respectively at each site on the body surface, the mean skin temperature weighted with local skin area ratios alone has been used and many kinds of weighting formulas for calculating mean skin temperature have been proposed by physiologists and biological engineers. If mean skin temperature is derived from the heat balance equation between man and his environment, it will include the heat transfer coefficient for the human body in addition to the skin surface area. In the present study, based on the heat transfer theory from an engineering angle, a general equation for mean skin temperature weighted with the ratios of convective (h_c, h_<cn>) and radiative (h_r, h_<rn>) heat transfer coefficients and of skin areas (A_s, A_<sn>) was defined by the following equation. A general equation for mean skin temp. : [numerical formula] Then, a practical formula when a human body is divided into six main parts as a basis of a thermal cylinder model was proposed and was compared with some ordinary formulas by mere skin area ratios. A practical formula for mean skin temp. (in the case of n=6) : T_s=0.11T_<(Head)>+0.28T_<(Trunk)>+0.07T_<(Upper arm)>+0.13T_<(Forearm)>+0.21T_<(Thigh)>+0.20T_<(Leg)>

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通過交通のない地区における交通実態とその規制の方法 : 生活道路の計画的研究 (その 1)

小場瀬令二, 滝井清

原稿種別: 本文
1977 年 259 巻 p. 75-85
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_75

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"COMMUNITY ROAD" has both function of pedestrian road and that of vehiclar access road. But on "COMMUNITY ROAD", the former must take priority to the latter, and "through traffic" must be excluded. In this study, we intend to account for the following subject : Vehiclar access prevents pedestrians and playing children on "COMMUNITY ROAD" from being safe and pleasant, if vehiclar access is not controled. Then we make 3 sorts of surveys. (1) Inquiry of dwellers in residential area, about trip and trip route of pedestrian and private vehicle, and about bringing control of vehiclar access. (2) Interview survey for drivers of distribution services. (3) Interview survey for shopkeepers who do distribution services. And we intend to propose the following control techniques. (1) Diminishing times of distribution service. (2) Limitting the time of trip by private vehicle of dweller and time of trip of distribution service. (3) In disribution service trip, motorcycle can be used in behalf of motorcar. And these proposals cannot be done without the movement of dwellers who wish to get safety and amenity on "COMMUNITY ROAD".

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産業別就業構造から見た都市特性とその地域的差違 : 関東地方の調査から (その 2)

長田守

原稿種別: 本文
1977 年 259 巻 p. 87-94
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_87

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The part II deals with the eight basic employment patterns and their changing locational tendency found out through a cluster analysis. They are as follows ; Cluster 1 : Central City Cluster 2 : C1-dependent City Cluster 3 : Quasi-central City Cluster 4 : Suburban City I Cluster 5 : Suburban City II Cluster 6 : Local City I Cluster 7 : Local City II Cluster 8 : Industrial City

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市街地土地利用の時期的変化に関する研究 : 大阪市における第 2 次大戦前および戦後の状況に関する比較分析 : (その 4) 河川・道路からみた市街地構成の特性

光崎育利

原稿種別: 本文
1977 年 259 巻 p. 95-104
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_95

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This paper is continued previous repors No.1, No.2, No.3, which are compared situation of the rivers and the roads in Osaka in 1935 and in 1970. The contents of this paper are shown as follows. 1. The object of this paper. 2. The use of the rivers in Osaka urban area in 1935. 3. The distribution of the rivers (included some canals) in comparing two the years. 4. An outlook of the roads in Osaka urban area in 1935. 5. The distribution of the alley-ways in Osaka central urban area in 1935. 6. The cmparing for the width of roads in 1935 and in 1970. 7. The conclusion.

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浜松棟梁桑原家について : その由緒・家系・出入場と幕府作事方大工棟梁との関係

西和夫

原稿種別: 本文
1977 年 259 巻 p. 105-112
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_105

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Kuwabara family has been kept its business of carpenter from the early Edo era in Hamamatsu, one of big town in Enshu-Sizuoka prefecture. Mr. K. Kuwabara who lives now in Hamamatsu has many old manuscripts which shows his family history, family tree and ancestral circumstances. "Deiriba" of the family was decided by lord Tokugawa in early age of Edo period. Main contents of this paper is as follows. 1. The history of Kuwabara family. The old manuscripts of the family. The family tree of the family. 2. "Deiriba", place of work of Kuwabara family. "Saikudokoro" of Denzaburo, forefather of Kuwabara family.

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平安宮常寧殿の建築について : 仁寿殿と常寧殿の平面形態

鈴木亘

原稿種別: 本文
1977 年 259 巻 p. 113-121
発行日: 1977/09/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.259.0_113

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Jyonei-den, located in the center of Kou-kyu, was primarily built for the Empress's private life in the Heian-Dairi. At the beginning of the Heian period Jyonei-den was used as a building for the Empress's or Empress Dowager's private life, and the Emperor very rarely took his residence at Jyonei-den. After the reign of the Emperor Daigo, however, Kouki-den or Hikyo-sha took the place of Jyonei-den as a building for the Empress's or Empress Dowager's private life. Jyonei-den rebuilt in the middle and late Heian period was used mainly as Gosechi-dokoro. The form of Jyonei-den in the early Heian period seems to have been comparatively well followed by those rebuilt in the middle and late Heian period. The original Jyonei-den was built on the platform. Its main building, 9 ken in keta-yuki and 4 ken in hari-yuki in plane size, had Mago-bisashi on the south side or on both the north and south sides. This style of Jyonei-den was nearly followed by those rebuilt in 961, 1100 and 1157. As for the construction of the interior space of Jyonei-den in the early Heian period, Hino-omashimicho was placed in the east section of Moya (the main part of the building) with the central bay, or Gaku-no-ma. Yoru-no-otodo is supposed to have been placed in the west section of the main building. This style of construction of the interior space was followed by Jyonei-den rebuilt in 961. When Jyonei-den in the Heian-Dairi was rebuilt in 981, Me-do (a corridor) was made to run through the Gaku-no-ma, the center of Jyonei-den, north and south. From the records in those days it has come to be proved that on the west side of Me-do Jyonei-den had a room called Nuri-gome in which Cho-dai was laid for the purpose of Chodai-no-kokoromi on Go-sechi, and that another Cho-dai was set in the section of Moya on the east side of Me-do. These can safely be considered to have transmitted Yoru-no-otodo (Nuri-gome), Yoruno-otodo-chodai, and Hino-omashi-chodai, with which Jyonei-den was furnished at the beginning of the Heian period. From the description of Unzu-shou and Kouke-shidai, it is also comfirmed that Jyonei-den rebuilt in 1100 followed this style of construction of the interior space. From the facts mentioned above, it may be said that we can know much about the original form of Jyonei-den from the plan described in Unzu-shou. Especially it would be worthy of note that the room, 3 ken in keta-yuki and 4 ken in hari-yuki, on the west of Me-do in that plan is much alike in form to the central large room of Jijuden in Heian Dairi, and supposed to have taken over the form of Yoru-no-otodo of Jyonei-den in the early Heian period.

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