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317 巻
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原稿種別: 表紙
1982 年317 巻 p. Cover1-
発行日: 1982/07/30
公開日: 2017/08/22
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原稿種別: 表紙
1982 年317 巻 p. Cover2-
発行日: 1982/07/30
公開日: 2017/08/22
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原稿種別: 目次
1982 年317 巻 p. Toc1-
発行日: 1982/07/30
公開日: 2017/08/22
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原稿種別: 付録等
1982 年317 巻 p. App1-
発行日: 1982/07/30
公開日: 2017/08/22
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石山 祐二原稿種別: 本文
1982 年317 巻 p. 1-14
発行日: 1982/07/30
公開日: 2017/08/22
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金多 潔, 甲津 功夫原稿種別: 本文
1982 年317 巻 p. 15-22
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーIn order to clarify the mechanical properties and the low-cycle fatigue strength of the idealized beam-to-column welded joints, this experimental investigation was carried out. Specimens, consisted of JIS SS 41 mild steel plates, were welded by means of CO_2-Gas butt welding or Non-Gas butt welding and fabricated to flat plate shapes which were named A-Type, or crossed shapes named B or C-Type. Three types of specimens were loaded at constant amplitudes from ±0.5% to ±1.5% as the deformations between the gauge length in a manner of quasi-static state. Only the C-Type specimens were subjected to constant bi-axial forces which simulated cyclic bending moments and column axial forces, using a special loading apparatus. The following phenomena were clearly observed from the results of the monotonic tension tests; anisotropy of the mild steel plates in the thickness direction existed and the sensitivity on Lamellar Tearing was quite high. The low-cycle fatigue strength of the A and B-Type specimens is well expressed by the well known Manson-Coffin formulae in terms of the non-dimensional elastic and plastic strain amplitudes and the equivalent fatigue lives. No deteriorations can be remarkable observed from the biaxial fatigue tests using the C-Type specimens in the nondimensional form of fatigue strength, which employed the plastic anisotropy proposed by Hill's yield criteria.抄録全体を表示PDF形式でダウンロード (1131K) -
大場 新太郎原稿種別: 本文
1982 年317 巻 p. 23-31
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーThe purpose of this study is to investigate the influences of the foundation types and ground conditions on the natural period of actual buildings. About 200 buildings on different kinds of ground were selected. These buildings have similar plan type and are of reinforced concrete or steel reinforced concrete structure of 2 to 6 stories. In order to obtain the natural period, we have measured microtremors in both principal directions of the buildings. The measured values were compared with the theoretical ones for the rocking vibration of continuous body of shear type on an elastic half-space. Summary is as follows; 1. The natural period depends on the types of foundations. The natural period of the buildings with piled foundation is generally longer than that with the spread foundation. 2. The properties of the soil to the depth of about ten meters determine the dynamic characteristics of the buildings relatively rigid. 3. Strong correlation has been observed between the measured natural period and the average N-value by standard corn penetration test to the depth of ten meters. The natural period increases as the average N-value decreases regardless of the types of foundations. This tendency is clearer as lower the buildings. 4. The measured natural period approximately agrees with the theoretical value except the buildings supported on piles in soft ground. If the effect of increasing of stiffness of soil by existing piles is considered, the "dynamical ground compliance" theory can be applied.抄録全体を表示PDF形式でダウンロード (989K) -
冨永 晃司, 山肩 邦男原稿種別: 本文
1982 年317 巻 p. 32-40
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーThe behavior of laterally loaded pile groups in elasto-plastic soil is examined in two papers by writers. This paper is the first and deals with plastic soil resistance which has a great influence on the behavior of piles. In the second paper (part II), the analysis for a pile group in due consideration of above plastic soil resistance and more realistic boundary condition than that in the employed by Poulos is proposed. The plastic soil resistance around a pile group is different from single pile, and is governed by the arrangement of piles and distance of those, etc. Considering these conditions, the peculiar plastic soil resistance for pile groups are presented in this paper.抄録全体を表示PDF形式でダウンロード (926K) -
吉村 浩二, 菊池 健児原稿種別: 本文
1982 年317 巻 p. 41-49
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーMain objective of the present study is to examine the practical method for evaluating the lateral stiffness of R/C framed shear walls which are irregularly provided into the low-rise R/C building frames. Summarizing the results of analysis; (1) Shear and flexural rigidities of the framed shear walls which are provided irregularly into the building frames are not widely affected by the pattern of arrangement of the shear walls and are approximately constant through the height of the whole building. And these rigidities are nearly determined by the current practial method. (2) Pattern of arrangement of shear walls has a large effect on the rotational deformation of those framed shear walls. (3) Rotational rigidity of the framed shear walls which is determined by considering the axial deformation of columns located under those shear walls has approximately a good agreement with those determined by the precise analysis. (4) Horizontal displacements, fundamental periods and modal participation functions of the low-rise building frames in which those framed shear walls are irregularly provided can be approximately evaluated by using the practical method for determining the lateral stiffness of the shear walls.抄録全体を表示PDF形式でダウンロード (1045K) -
今井 弘原稿種別: 本文
1982 年317 巻 p. 50-57
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーIn the previous paper, the effects of an embedded beam on the elastic and plastic properties of framed reinforced concrete shear walls subjected to shear force were discussed at the view-point of "Indirectly Measured Values", which were analyzed based on actually measured strains and applied forces. Herein they are discussed at the view-point of "Theoretical Analyscs", of which analytical assumptions are based on the stress-strain relationships of "Indirectly Measured Values" analyzed in the previous paper, and the following results have been obtained again. (1) Before cracking in the concrete wall panels, the panels are more or less under pure shear and the stresses of the embedded beam are negligibly small. So the existence of the embedded beam gives little influences on the behaviors of framed shear walls. (2) After cracking in the wall panels, as the embedded beam tends to prevent the peripheral frame from expansion, its tensile stress becomes fairly large. Because of these actions the shear stress distribution of column-frames with the embedded beam differs from that of the other specimen without the beam.抄録全体を表示PDF形式でダウンロード (911K) -
李 春夫原稿種別: 本文
1982 年317 巻 p. 58-68
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーFirst, the basic methodology for the system simulation was described. Second, relations between change in values measured by sensors and amount of heat supplied or potential energy supplied are described, which are generalizing many kinds of controlling methods. Third, difference between each thermal load (sensible, latent and fresh air volume) and amount of heat supplied by an air handling unit in change of each conditioned zone. Fourth, amount of supply heat in the various systems for heating and air-conditioning was studied, and then a general method for describing the systems including control systems was shown. Fifth, heat balance equations were made as basic equations. Sixth, related equations were arranged and described in Table 4, which included a system and a control method in case of solving the basic equations mentioned above for various definite systems. According to Table 4, various systems which are in common use can be described generally with control included. Seventh, relations between Table 4 and various definite systems were described. Eighth, using the related equations mentioned above, the outline of schematic calculation flow was described, which calculates defenitely various state values, an indoor environment level and heat exchanged. Finally, the examples of calculation using the simulation program made by the method described above was showed.抄録全体を表示PDF形式でダウンロード (1211K) -
若山 滋原稿種別: 本文
1982 年317 巻 p. 69-74
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーAfter the classifications of building system by deductive method and by inductive method, 12 fundamental types of building system were recognized. I made a distribution map of the 12 types according to the analysis of various data of buildings, and considered about zoning by the types of building system. This report is the first step of a study on conditions of building system.抄録全体を表示PDF形式でダウンロード (723K) -
福島 駿介, 荒木 正彦, 河田 正原稿種別: 本文
1982 年317 巻 p. 75-83
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーSigns around underground paths, etc. are generally designed and located in overabundance, so especially the emergency signs such as "EMERGENCY EXIT" are in excess. Nevertheless there are few answers for this kind of problem from the architectural planning point of of view. In the previous report, through the indoor experiment, basic visual reactions were investigated and several basic results were reported. In this paper, based on these results, the measures for estimating sign planning in the architectural scenes are going to be introduced by investigating the trend of visual searching of signs. So the experiments for visual searching of signs were carried out in the actural underground environment where many variable factors such as spacial volume, several human behaviors, noise, etc., exist. First of all visual processing time was investigated which is one of the measures representing human behavior which is only possible by obtaining many kinds of visual information, and so physical factors explaining visual processing time were picked up and analysed. They are the sign's subtended angle, angle between horizontal line of sight to the center of environmental scene and they are acceptable physical factors for the singular target. With these factors the model of processing time for a singular target was introduced. Then the plural targets were analysed. In the plural target's case, there are plural signs to be searched, so each sign has each processing time calculated by the model of singular target, and processing time for plural targets takes a minimum amount of processing time calculated for each target. So mean of processing time can be determined by using combined graphs based on the model of processing time of singular target. That is, mean of processing time is the area whithin the line which takes a minimum of processing time for each sign. The combined graph is quite useful for simple judgement of the effectiveness of sign positioning. Also by investigating the relation between mean of processing time and the subtended angle which differs according to the numbers of signs and the sign positioning, redundancy of signs around one specific point can be known. As a result of this analysis, processing time was found not necassarilly to be shortened even if the numbers of signs were in excess.抄録全体を表示PDF形式でダウンロード (1037K) -
竹嶋 祥夫原稿種別: 本文
1982 年317 巻 p. 84-91
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリー集会施設の室構成を室稼動率という点から考える場合, 重要な点は多目的に使いうるかどうか, ということである。これは各段階の施設を通じて言えることで, 上位施設のような全般に室稼動件数の多い施設においてさえ, 料理室・茶室・視聴覚室等の単目的的な室は他の諸室に比べて室稼動率が低い。そのため, 室自体は多目的とし, 装置, 準備室等で専門性を持たせるなどの計画的配慮が必要と言えよう。また, 多目的室とした場合でもその室規模が問題となる。利用集団規模は全般に小規模集団が高い比率を占めているが, 上位施設ほど大規模集団の比率が高くなっている。そのため, 各段階とも多目的な用途に対応しうる小規模室(多目的という点では, 座式より椅子式の方が良い)を中心とし, 上位施設ほどホール等の大規模室を加えていくことが良いと考えられる。これら諸室の利用の大半を占める専有型利用の利用者層をみると, 上位施設は職域集団や各種団体による利用が多く, 地縁性の比較的弱い性格を示すのに対して, 下位施設は随意集団や地域集団による利用が多く, 地縁性の強い性格を示す(但し, 随意集団比率の大小は, 下位施設ほど施設側が趣味的な講座等を開催し, それらを通じて集団形成を計る, という工夫によるところが大きい)。中位施設は, どちらかと言えば下位施設に近い両者の中間的性格を示す。この様に, 同一集団が目的に応じて各段階施設を使い分けている様相でもなく, 各段階施設は利用集団にとって関連性の少ない施設と言える。特に, 上位施設と中・下位施設とはその性格を異にし, 前者により後者を兼ねることは, あまり好ましくないと言えよう。この点は, 本研究(その2)において, 利用圏ともに更に分析を加える予定である。抄録全体を表示PDF形式でダウンロード (1139K) -
野口 孝博, 足達 富士夫原稿種別: 本文
1982 年317 巻 p. 92-104
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーWe can find the remarkable characteristics in houses of Hokkaido in aspects of plan type and house form. Those are shaped on the nature condition and the living style peculiar to the region. It seems that the house is very different from that of the warm-mild regions in Japan. The object of this paper is to clarify the characteristics and some problems on planning. The main features are as follows. 1. The house plan of Hokkaido is simple in form and the openings are relatively small as a whole. That is, the house is rather closed to exterior than Japanese traditional house, which is wide open to exterior. 2. The passage space in the house is small and to the contrary the dwelling space is large in comparison with that of other regions. And so the plan type is very compact. 3. Most of houses in Hokkaido have a large-sized living room which is about the size of 10〜12 "Jo" (number of Tatami). This room is significant for the living in winter, and so many dwellers demand the enlargement of space. 4. We can find the typical plan type that the rooms are arranged around the living room and those rooms are directly joined with it. This plan type is closely related to the heating method and lilving style in Hokkaido. It is necessary to consider the typical planning system introducing the principle of forming space like this and to establish the housing style suitable for the snowy-cold region.抄録全体を表示PDF形式でダウンロード (1527K) -
玉置 伸[ゴ], 近藤 達男原稿種別: 本文
1982 年317 巻 p. 105-116
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリー以上, 2間間口から4間間口までのプランについて, その平面構成, 室構成および奥行分布について検討した。その結果, 間口と平面構成には密接な法則性の存在することが明らかとなった。それは居住室空間確保という住宅空間における絶対的要求に併行して通路空間確保の要求もきわめて大きいところに由来している。その結果を整理するとまず歴史的既成市街地において現在存在する住宅は大きくは四つの型に類型化することができる。1.「通り抜け」型は完全に通路を確保しているために, いずれの間口においても相当の割合を占めている。このタイプの有利さは専用通路の充足と, それに伴う奥行の深い住宅への対応である。ただし居住室の規模を圧迫することなく通り抜け通路が確保されるのは3間間口以上であり, 3間間口でその割合は過半を占めている。3.5間間口以上では次第にその割合は低下する。すなわち, 居住室確保が相対的に奥行の浅い(棟高を高くする必要のない, 構造上有利な)住宅で可能であり, また間口のゆとりによってほかのタイプにおいても通路が基本的に確保できることによる。2.「玄関後退」型は住宅最前部より玄関(入口)が後退することにより住宅内部の動線は後退分だけ短縮されることになるが, 同時に後退分の内部面積も減少することになる。したがって面積的ゆとりの少ない2間間口ではほとんど現われず, 面積的損失による影響が相対的に少なくなる2.5間間口以上で取入れられている。ちなみに相対的に面積的ゆとりの大きい4間間口では主流となる。これは動線が短縮されることに加え, 次稿で分析する設備空間の前部への集中が可能となる利点や, 既に述べた外部空間の格式性, あるいは現代生活における駐車スペース需要への対応を可能とすることによる。3.「玄関」型は独立した通路を持たないために奥行の深い構成を取ることが困難なタイプである。したがって通路を取る余裕のない2間間口では必然的にこのタイプの割合は高い。2.5間間口まではこのタイプが相当比率見られるものの, 通路を設けることに支障の少ない3間間口以上での出現率は低くなる。4.「玄関+通路」型は独立した通路を備えたタイプであるが, 通路が住宅前後部にわたって貫き通っていないため深い構成にはなお不向きである。2間間口では通路を設けるゆとりがないため, このタイプは全く現われず, 2.5間間口から初めて登場する。本格的に取入れられるのは間口のゆとりによって相対的に奥行を深くしなくとも居住室数が確保でき, かつ通路確保が柔軟となる3.5間間口以上の場合である。5.歴史的既成市街地内住宅における室数要求は5室ないし6室であり, いずれの住宅型においても3.5間間口では5室ないし6室構成は充たされる(なおこの場合の「室」とは4.5帖以上の部屋を指している)。とくに「通り抜け」型では3間間口でも5室ないし6室構成が可能となり, このことが歴史的既成市街地の住宅型において「通り抜け」型が普遍的な型となってきた理由であるとともに, 住宅間口が3間間口ついで3.5間に収束してきた理由でもある。6.住宅型の選択においては室数とともに大規模室(8帖室)の充足できる「型」が選択される。3間間口になると, いずれの型においても8帖室の確保が可能となり, 住宅における3間間口収束への他の一つの理由ともなっている。次稿では紙幅の都合上論及できなかった各住宅類型と台所, 浴室, 便所等の設備空間の位置との関係について分析する。なお, 本論中にも記したごとく, 分析の中心となっている住宅平面プランは, 金沢工業大学島村昇研究室において収集されたものである。同教授からは, 資料利用の承諾を得たほか, 本論分析の段階においても折に触れ, 貴重な助言, 指導を頂いた。末筆ながら深甚なる謝意を表したい。抄録全体を表示PDF形式でダウンロード (1411K) -
井上 裕原稿種別: 本文
1982 年317 巻 p. 117-124
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーPDF形式でダウンロード (941K) -
松本 静夫原稿種別: 本文
1982 年317 巻 p. 125-132
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーFrancesco di Giorgio (1439-1501) was one of the great architects in Renaissance architecture, known by his treatices which influenced later theorists and architects. In this paper, his motivation and method are tried to make clear, through the introduction of his own and others'manuscripts. His attitude to traditions, especially, to "authorities" was not to submit "reason" to them or to abandon it, but to permit and recognize them, based on the primitive exsistential and intentional way. On this point of view he was motivated to re-descrive Vitruvius's "De Architectur", criticizing his contemporary confusion in architecture. Therefore his method was to verify and interpret the greek and roman documents and ruins in order to identify "understanding" with "fact" or "truth".抄録全体を表示PDF形式でダウンロード (1128K) -
山田 幸一, 木村 寿夫原稿種別: 本文
1982 年317 巻 p. 133-140
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーIt is wellknown that Imperial Osaka Mint was the first factory in Japan having been constructed when Japan first opened its door to foreign countries in the Meiji Era, and there were various studies made by many scholars about it. We shall be pleased if these thesis would be helpful for understanding the early stage of the construction work of the minting factory which had not been discussed formerly. First of all, it would be better to discus whether the plan for the foundry were created by Mr. Thomas James Waters or were produced by him according to other data to refer. Putting aside the subject whether the plan was made originally by Mr. Waters or not, let us study next whether the plan would have been changed on the process of production particularly, if so, what was the plan which was originally made.抄録全体を表示PDF形式でダウンロード (2010K) -
澤登 宜久原稿種別: 本文
1982 年317 巻 p. 141-147
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーThis report, Part 3 deals with the construction of the space of Kanjyo, the main part of the ceremony, and some conclusions.抄録全体を表示PDF形式でダウンロード (730K) -
黒田 龍二原稿種別: 本文
1982 年317 巻 p. 148-154
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーHie-Taisha, one of the most historical and biggest Shinto-shrine, is famous for its characteristic form of three Honden (main sanctuary of the shrine) called Hie-zukuri. Another important point is that seven Honden including three Hie-zukuri-Honden have rooms named Geden under the main floor. This paper tries to make clear this architectural construction by paying attention to the plan of main floor rooms and under floor rooms, and tries to clarify the situation of Geden before Meiji Restoration. The summary of brief actual measurements and investigations of several old records is as follows : (1) Hie-zukuri-Honden and Sangenshanagare-zukuri-Honden have a common form related to Geden. (2) Several Geden existed already in middle Kamakura-era. Then the room under the floor was called Geden or Shitadono, and was used to shut oneself up for praying the Gods of Shinto and Buddhism. (3) This architectural construction is the most particular and considerable expression of Shimbutsushugo (the thought connecting Shinto with Buddhism) in Japan.抄録全体を表示PDF形式でダウンロード (897K) -
桝田 佳寛, 友沢 史紀, 矢島 義麿原稿種別: 本文
1982 年317 巻 p. 155-163
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーIn this paper (Part 2), the variation of concrete qualities between the types of element and between stories are investigated. The main results are as follows. 1) The variation of compressive strength of concrete between the types of elements is 25kg/cm^2 at most. 2) Compressive strength increases at a rate of about 13kg/cm^2 per 1 meter depth of placing concrete in the column and in the wall. But the variation of concrete strength at the points of the same depth in the same element is about 40kg/cm^2 and that value is very large in comparison with the variation by the depth. 3) The variation of concrete qualities in existing reinforced concrete building is most influenced by the variation of original concrete qualities placed in the structure. 4) In the middle and small size reinforced concrete building, the within story variation of compressive strength of concrete in structure by core specimens is analogical to the within day variation of 28 days compressive strength by field water cured specimens and the between stories variation is analogical to the between day variation. The within story variation is 1.8 times as large as the within day variation, but the between stories variation is nearly equal to the between day variation.抄録全体を表示PDF形式でダウンロード (929K) -
原稿種別: 付録等
1982 年317 巻 p. App2-
発行日: 1982/07/30
公開日: 2017/08/22
ジャーナル フリーPDF形式でダウンロード (38K)
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