日本建築学会論文報告集

表紙

原稿種別: 表紙
1977 年 252 巻 p. Cover1-
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_Cover1

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目次

原稿種別: 表紙
1977 年 252 巻 p. Cover2-
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_Cover2

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SI 単位の換算率表

原稿種別: 付録等
1977 年 252 巻 p. App1-
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_App1

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CONTENTS

原稿種別: 目次
1977 年 252 巻 p. Toc1-
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_Toc1

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奥付

原稿種別: 付録等
1977 年 252 巻 p. App2-
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_App2

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有限要素法による鉄筋コンクリートの非線形解析 : 第 1 報 : 二軸応力下のコンクリートの応力-歪関係

野口博

原稿種別: 本文
1977 年 252 巻 p. 1-11
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_1

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It is the purpcse of this investigation to discuss the applicability of the previous analytical models which represent the biaxial stress-strain relations for concrete. For that purpose, the five analytical models are compared with the experimental data of Kupfer, Hilsdorf and Rusch (8) and Nelissen (9). These five analytical models are as follows. 1) The isotropic material model of Kupfer and Gerstle derived by curve fitting their own experimental data. (10) 2) The orthotropic model of Liu, Nilson and Slate, in which the Poisson's effect is separated from the the microcrack-confinement effect. (11-13) 3) The orthotropic material model of Darwin and Pecknold based on the concept of the equivalent uniaxial strain. (14) 4) The isotropic material model of Romstad, Taylor and Herrmann based on the assumption that the progressive damage concepts described for uniaxial compression are applicable to the biaxial response. (15) 5) The model based on the theory of plasticity for the compressible materials. (16-19) As the results of the comparison, the model based on the theory of plasticity for the compressible materials, which has been used by many investigators in Japan, cannot represent the nonlinear behavior of concrete adequately. At high stresses this model is unreasonably hard in the both principal directions. This tendency is more remarkable, as α, the ratio of σ_1 to σ_2, becomes more positive for biaxial compression, as shown in Fig. 7-b, 13-b and 14-b. And the orthtropic material model of Darwin and Pecknold gives the best result in the both principal directions, as shown in Fig. 7-b, 13-b, 14-b and 10.

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有限要素法による鉄板耐震壁の座屈解析

堀田佳克

原稿種別: 本文
1977 年 252 巻 p. 13-21
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_13

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The finite element method is presented for determining initial shear buckling stresses and buckling modes of any shear wall consisting of a stiffened flat steel plate. The shear wall is idealized by triangular flat plate elements and beam elements. Especially, the constant strain triangular element with only six degrees of freedom is used for the lateral bending stiffness matrix and for the initial stress matrix. Such elements were originally proposed by Morley. Jenning's method was employed for the eigen-value analysis, and some corrections were made in that method so as to introduce Cholesky Factorization which is very effective for the large system stiffness matrix. Four types of shear wall stiffened with rib were analyzed and the values obtained were compared with those of energy method and experimental ones. The initial shear buckling stresses by this method proved slightly low compared with the energy ones, and the buckling modes showed favorable coincidence with the experimental results. Consequently, this method is very useful in buckling analysis of shear wall stiffened with rib.

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超極厚 H 形鋼, 柱はり接合部の剥離破壊に関する実験的研究

山崎徳也, 滝沢章三

原稿種別: 本文
1977 年 252 巻 p. 23-31
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_23

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The behavior of super heavy H-shape on pull-out type brittle fracture at beam-to-column connection has been studied, and a method against such fracture is proposed. The conclusions obtained are as follows; (1) Pull-out type fracture occurs only when beam-flange has thickness over 40mm, leading to the lack of ductility required for aseismic design. (2) A slow crack propagates from an original crack between beam edge and end tab, and a starting point of the fracture is bead end. Therefore, the crack is considered to be the initiation of the fracture. (3) At the welded zone of T-joint, super heavy H-shape has the weakest part between heat-affected zone and base metal. Theoretically, the crack under 10mm in length can cause such fracture at this part. (4) Strain concentrates on beam edge because of plastic constraint from column, and equivalent plastic strain of this part can be adopted as a judging parameter of fracture type. (5) Even in the case the beam-flange thickness is over 40mm, pull-out type fracture can be prevented by the end tab cutting or the use of proposed "tab-plate".

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空間曲線棒のラグランジ表示による有限変形理論

高畠秀雄

原稿種別: 本文
1977 年 252 巻 p. 33-44
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_33

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The purpose of this paper is to obtain the simplified general equation of rods. The analysis is concerned with on the finite deformation of elastic rods which take an arbitrary shape in space. The deformation of rod consists of stretching, bending and torsion. By the systematic simplification of the field equations of the general theory of rods, one obtains the simplified equation of rods. Also one considered the discussion of the linear theory.

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高温加熱を受けた高力ボルト摩擦接合部の性状について

田中淳夫, 小久保勲, 古村福次郎

原稿種別: 本文
1977 年 252 巻 p. 45-56
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_45

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The slip load of high tensile bolted friction joint subjected to high temperature was experimentally investigated. The experiment was composed of two parts. In the first experiment the loading was performed at high temperature and in the second part the loading was done at room temperature, when the specimens had become cool after heating. The heating temperature was 300, 400 and 500℃, and the heating time was one hour. In this experiment three tightening method of bolt were used; grip bolt method, torque control method and turn of nut method. After evaluation of test results, the following conclusions could be drawn. The decrease of slip load is evident, when the high tensile bolted connection is affected by heat over 350℃. The decrease of slip load of heat affected joints is predicted by bilinear line. In case of room temperature loading the slip load does not decrease up to 350℃, but the decrease of the slip load begins at about 350℃ and the slip load becomes zero about at 600℃. In case of high temperature loading the decrease of slip load is about 20-35% more than room temperature loading. As the slip coefficient of the frictional surface (being rusted) is not affected by heating, the main reason of the decrease of the slip load of the heat affected high tensile bolted connection would depend upon the thermal relaxation of bolt tension at high heating condition.

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乱流の数値解析と風洞実験 : 建物周辺の気流分布と汚染物拡散

野村豪, 松尾陽, 貝塚正光, 鎌田元康, 坂本雄三, 遠藤清尊, 竹倉雅夫

原稿種別: 本文
1977 年 252 巻 p. 57-63
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_57

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The results of numerical solutions on air flow and gas diffusion around a building model were compared with the results of wind tunnel experiment. The building model was led in a two dimensional flat plate, and the propane gas was discharged behind that building model. In order to analyze the turbulent air flow, the two-equation model of turbulence was used and steady solutions could be obtained. The results were as follows, 1) A distance of a reattachment point from a building model obtained from the numerical solution was almost equal to that from the experiment. 2) The solutions of velocity, turbulence energy, and Reynolds stress were comparatively consistent with the experimental results. 3) The computed gas concentration agreed with that measured in wind tunnel except the region closely near the building model. From these results, this method was showed to have efficiency to some extent as a predictive method of an actual turbulent boundary layer flow.

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住宅団地計画における日照と密度の研究 (その 3)

西川馨, 立花直美, 松永宣男, SHUHEI OKUMURA, 菅孝能

原稿種別: 本文
1977 年 252 巻 p. 65-70
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_65

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前節までの各配置パターン毎に求めたグラフを1枚にまとめて表したのが, 図-19である。1枚にまとめるに際し, 次のような基準で選別をした。(イ) 細長比1 : 2に以上の細長い囲みパターンは除く。(ロ) 1つだけとび抜けて密度の低い配置パターンの線は除く。(ハ) 選び出した線群を, それを含む幅のあるグラフで表現した。以上の結果から, 次のようなことを読み取ることができる。

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都公社住宅における居住者の人口構造に関する調査・研究

上野淳

原稿種別: 本文
1977 年 252 巻 p. 71-78
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_71

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以上に渡って都公社住宅における居住人口の構造について考察を行なってきたが, このうち都営住宅及び公団住宅(首都圏・賃貸)におけるそれとの比較検討によって明らかとなった, 首都及び首都圏における3つの主要な公的集合住宅(賃貸)のそれぞれの人口構造の特性及び相違点について主なものをまとめると, (1) 都公社(賃貸)における居住人口の構造は, 公団のそれと, 新規来住家族型構成・残留率・児童生徒数などの経年変動の傾向などにおいて, おおむね近似したものとなっている。(2) 都営1種の新規来住家族型構成は, 公社賃貸3寝室及び公団同と, その傾向において著しい相違はないが, 残留率が都営1種における方が高いなどの点から, その後の家族型構成の経年変動の傾向及び児童生徒数や老人数の経年変動の傾向などにおいては, 著しい差異がある。(3) 都営2種の新規来住家族型構成及び残留などは, 都公社・賃貸及び公団同のいずれとも, 顕著に異なるものとなっている。などである。

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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 3) : 工場・商店の分布と従業者の流動状況

光崎育利

原稿種別: 本文
1977 年 252 巻 p. 79-87
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_79

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This study continues the previous report No.1 and No.2, the table of contents are shown as follows. 1. Introduction 2. The regional distribution of factories in 1935. 3. The regional distribution of factories in 1970. 4. The regional distribution of shops in 1970. 5. The usual place of residence of commuting employed persons in 1970. 6. Conclusion

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公営住宅に関する基礎的研究 : その 5, 公営住宅の居住水準

玉置伸[ゴ], 金木健

原稿種別: 本文
1977 年 252 巻 p. 89-97
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_89

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In this paper population density in Public Housing are dealed. The conclusions are as follows; 1. The level of population density in the Public Housing, for example tatami per person by the housing survey, is considerably lower than that of whole houses in this country. There is little difference in that of the Public Housing in different regions. However, the situation of the Public Housing in the local small city is lower than that in the metropolitan Nagoya, just the same case as the physical level of the building. 2. Applying the standards submitted by the Housing-Land Committee in February 1976, about 70% of the Public Housing are below the minimum population density standards. And there is little difference in different regions. 3. The Dining-Sleeping space separation ratio of the Public Housing strongly influenced by each plan type (2K, 2DK, 3K, 3DK). There is little difference between these separation ratio of the Public Housing in different cities. And the difference of the situation of the Public Housing is the same as the case of population density. 4. Concerning to the sleeping room separation ratio, the Public Housing shows the ratio more than 80% in every city. There is little difference between the Public Housing and the whole houses in each city. However, it is not because that the Public Housing have enough space, but because that the family nuclei have increased and the children is rather young. 5. The ratio of the people who need more than 60 minutes to go to work is higher in metropolitan Nagoya. Its ratio shows about 20%. 6. The ratio of Public Housing rent to the household income is very low. And the difference of the ratio of rent to the household income between the Public Housing and the privately-rented house is higher in metropolitan Nagoya and industrial city Toyota than in the local city.

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宇佐神宮社殿の祖形について : 八幡造の祖形と源流と変遷其 1

太田静六

原稿種別: 本文
1977 年 252 巻 p. 99-105
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_99

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I proved that the facade of Usa main shrine is not south front but is west front on the beginning.

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摂津国嶋下郡福井大工組について

川上貢

原稿種別: 本文
1977 年 252 巻 p. 107-119
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_107

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In 1709 A.D., a special events had occured in the Kichizaemon-party (the same professional party of carpenters), and this events have developed to the break down of Kichizaemon party and have reorganized into the new five parties. The Fukui-carpenter party is one of these five parties. In this article, I declear the next matters for the Fukuiparty from 1710 A.D. to 1868 A.D. in Edo-period. 1) The Fukui-party consist of 40-50 persons live in the rural villages in Shimashimo district in Settu-country, and has no change its number and bound to late Ed-period. 2) For the management of party, the members elects one head and four representive partner which represent four regional cicles that are called "Go-nin-gumi" or "Mukiyose", works as the substructure of party. 3) The members are the professional carpenter and the farmer, there are distinguish between the Takamochi and the Mudaka. The Takamochi is a registerd farmer and carpenter that is govern by regional governer and the Shogunate. He has the duty to join the Shogunate building works, but was grant the counterpresentation that are exempted a part of duty as a farmer. They bear the part of expense of party without distinguish between their, and the number of member have same ratio between the Takamochi and the Mudaka. In late Edo period, the pupils bear the part of party's expense which is 1/2 of the masters. 4) The party's member are grant a license by Nakai-famiries (a director of Kyoto brench of the Shogunate Buildings works). This license has a distinction between the master and the pupil. 5) A general meeting is held two times in a year (in January and November), this meeting is called "Taishiko" that originate in a Buddhism-celemony for worship to Shotoku-Taishi, a proffessional god of carpenters. At this meeting, all members have consult about the managements and setteled an acount for party's expence. And they made a loan for member from a party's fund.

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ヴィニョーラと 16 世紀イタリア建築 : 序論-ヴィニョーラ評価の変遷過程

長尾重武

原稿種別: 本文
1977 年 252 巻 p. 121-127
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_121

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The purpose of this article is to reevaluate Giacomo Barozzi da Vignola, by reviewing the various evaluations made by his contemporaries and by the later generations. Vignola's contemporaries, Vasari, Ammanati, Palladio and Danti regarded him as the best architect of his age. In short, these evaluations were ascribed especially to his three architectural masterpieces, Palazzo Farnese at Caprarola, Villa Giulia and II Gesu at Roma and to his famous treatise of five orders, "La Regola delli Cinque Ordini d'Architettura", the best-seller of architectural treatises because it had been avery useful text for the students till this century. Vignola's influence had spread mainly through his book all over Europe above all in Italy and France. The first opposion to his work came from Milizia in the last half of the eighteenth century. But more important is the final opposition to Vignola which occured in our century from the point of view of modern architects, for example Le Corbusier, because for the last four centuries, Vignola seemed to have been a symbol of architectural authority and classical tradition after the Renaissance period.

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ヨーロッパにおける中世住居の系譜 [II] : インスラの多様性とラテン系町屋の特質

後藤久

原稿種別: 本文
1977 年 252 巻 p. 129-135
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_129

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The Ostian archaeological materials (ruins) which has similality to the Roman houses, clarify they had a multiplicity in an unit's type as an architectural quality and style in one building structure of insula, even otherhand they had an equally qualifyed insula to domus and a convined insula with domus. The specific character of insula is the residents who coming from each different social classes lived together in one building structure with each different living unit's quality, and we could fined many examples of the livingstyle as mentioned above on that of Florence and many other Italian cities, then this might be presumed as the specific character of the Europian Latin cities after the Roman era and Originally based on the Roman insula.

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江戸日本橋町人地における幕藩制的構造の確立 : 江戸町人地の研究 (1)

玉井哲雄

原稿種別: 本文
1977 年 252 巻 p. 137-144
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_137

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Contents 1. Plotting of Residential Areas and the Streets in Yedo 2. Residential Areas for Townsmen 3. Kokenzu (Map of the Residential Areas for Townsmen)

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加藤勉, 秋山宏共著「地震時におけるせん断型多層骨組の倒壊条件」及び前報, に対する討論 : その現行耐震設計法の延長としての位置付けと批判 (論文報告集第 244 号, 昭和 51 年 6 月掲載)

山田稔, 河村広

原稿種別: 本文
1977 年 252 巻 p. 145-146
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_145

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山田稔, 河村広両氏のご討論に対する回答

加藤勉, 秋山宏

原稿種別: 本文
1977 年 252 巻 p. 146-148
発行日: 1977/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.252.0_146

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