日本建築学会論文報告集

表紙

原稿種別: 表紙
1973 年 210 巻 p. Cover1-
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_Cover1

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目次

原稿種別: 表紙
1973 年 210 巻 p. Cover2-
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_Cover2

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CONTENTS

原稿種別: 目次
1973 年 210 巻 p. Toc1-
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_Toc1

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奥付

原稿種別: 付録等
1973 年 210 巻 p. App1-
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_App1

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剛柔構造部分間の振動干渉力

坂静雄

原稿種別: 本文
1973 年 210 巻 p. 1-4,81
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_1

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近来の耐震構造では大部分の水平力を負担する剛なる部分と, 極めて僅な水平力を分担する柔なる部分の組合せによって, 全体の構造物が形成されていることが多い。柔剛両部がそれぞれ独立にあって地震を受ければ別々の動きをする。両者が一体となって同一の振動をする場合には柔剛両部分の間に力のやり取りがなければならない。この論文はこのやり取りの力を振動学的手段によって求めようとするものである。この力は柔剛両部の接続部に作用するものであるから, その設計上の一要因となる。柔剛架構に連続する現場打スラブがあれば, これに吸収される場合も多いかと思うが, 現場打コーアと組立式柔部から成る場合, あるいは主建築物と付属棟の接続などでは設計上無視できない。この問題に関して, 柔剛両部分のそれぞれの重心と剛心が一致し, これが振動方向に並ぶ場合に1層および2層の構造物についてすでに論述したことがある。本論では柔剛両部のそれぞれの重心と剛心が振動方向と直角な方向にある一層建築物だけを扱う。捩れ振動を伴う場合に帰する。

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確率変数から成る振動系の地震応答量の変動

松島豊

原稿種別: 本文
1973 年 210 巻 p. 5-10,81
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_5

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This paper is concerned with the method evaluating the perturbation of dynamic properties and responses of the system which is composed of stochastic variables, when subjected to the random input. General procedure of analysis is summarized as 1. selcting elementary random variables included in the system as parameters, 2. calculating the perturbation of eigen values and eigen vectors and 3. estimating the perturbation of various outputs due to the input with random variables, which is statistically prescribed in a frequency domain. This paper mainly consists of the following contents. §2 describes the analytical process on the perturbation of eigen values and vectors when mass and stiffness matrices are constructed by random variables. In §3 the perturbation of displacement, velocity and acceleration responses due to the stationary white noise excitation with random power level is discussed. This approach is applied to the idealized multi-degree-freedom shear-type building as an example and results are examined in §4. §5 deals with the evaluation of error produced in this method. For the aseismic design of structures, the approach and concept described in this paper would be not only quite effective, but also absolutely necessary, because dynamic characteristics of structure such as mass, stiffness, ductility, strength and damping as well as the earthquake excitation can never be given as determinate values, and therefore because it is almost impossible to as certain the security of structures by the definite output of the definite system due to the definite input.

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重層建築物の耐震設計を対象とした地震動の強さを評価する簡便な尺度としての地震動最大振幅

小林啓美, 長橋純男

原稿種別: 本文
1973 年 210 巻 p. 11-22,82
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_11

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極厚 H 形鋼を用いた鋼構造柱はり接合部の力学的性状に関する実験的研究

竹波正洪, 斎藤辰彦, 田中淳夫, 榎本憲正

原稿種別: 本文
1973 年 210 巻 p. 23-32,82
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_23

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The statical characteristics of beam-to-column connections of heavy steel section members at lateral loading are experimentally investigated. The variable factors of this experiment were the size of section, the combination of beam and column members (beam flange thickness : 40.60mm, column flange thickness : 75, 90, 125mm) and the welding method of beam flange to column flange (manual arc weld and simplified electroslag welding), so that eventually six specimens were used. Brittle fracture was observed at the beam-to-column connection under room temperature in four specimens at ultimate stage of loading. In one specimen the brittle fracture tookplace at the center of the panel zone (the crossing area of beam and column members) in the principal stress direction, and in the other three spcimens it occured at thd butt weld of beam flange to column flange. Those brittle fracture took place at 1.06〜1.21 times of the full plastic strength of beam members. This kind of phenomenon was also reported another previous paper. Therefore it is concluded that the brittle fracture at the beam-to-column connection may take place very often at high stress level under lateral loading, when heavy steel section members are used. The relation between the yield strength of the panel zone and that of beam member and the effect of reinforcement of the panel zone by doubler plate were also investigated.

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私的病院の経済的可能性の検討と投資計画および経営計画にかかわる諸要因の定量的関連 : 経営計画からみた建築計画に関する研究-病院-その 2

越部毅

原稿種別: 本文
1973 年 210 巻 p. 33-42,82
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_33

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This paper shows a way of test of economic viability in private hospital, and shows analysis of quantiative relationship of factors in regard to investment and management planning. In the economic calculation, supposing four kinds of private model hospital with 50, 100, 200, 400 beds and using the analysis of the previous paper.

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病院のエレベーター利用実態に関する調査

慎貞吉, 西山孝治, 下垣内信清

原稿種別: 本文
1973 年 210 巻 p. 43-50,83
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_43

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We obtained the basic date to estimate about one round trip time which is nesessary to estimate the standerd of elevater service in order to survey the actual conditions of use for hospital's elevater and the results are shown as follows, 1. the analysis of time zone on various activities in hospital 2. the patterns of user's getting on and off elevater 3. the avrage of the number of user and the rate of use for capacity on the elevater 4. the time required for user's getting on and off elevater.

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八幡宇佐宮を描いた指図と絵図について

土田充義

原稿種別: 本文
1973 年 210 巻 p. 51-59,83
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_51

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I researched verious sources to determine the time when the original plan and original picture map was written. There are three plans and two picture maps of Hachiman Usa-gu shrine. The first original plan owned by Hachiman Usa-gu shrine was written in Kamakura period. The second original plan owned by Hachiman Usa-gu shrine was written in about A.D. 1427. The third plan owned by Hachiman Usa-gu shrine was written in A.D. 1535. The first original picture map owned by Hachiman Usa-gu shrine was pictured in aout A.D. 1427. The second original picture map contained with Hosokawake-Monjo was pictured in A.D. 1628. Hachiman Usa-gu shrine may have been reconstructed with the plans and the architectural Monjo in which architectural length and width was written. My paper on the architectural aspects of these plans and picture maps consist of seven parts. 1. Introduction 2. The plan in Kamakura period 3. The plan in about A.D. 1427 4. The plan in A.D. 1535 5. The picture map in Muromachi period 6. The picture map in A.D. 1628 7. Consideration Oyamada-Monjo, Masunagake-Record

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鎌倉時代寺院建築における寸法関係について (その 5) : 和様建築における寸法比例の研究 (実測数値による統計学的研究 No.10)

岩楯保

原稿種別: 本文
1973 年 210 巻 p. 61-71,84
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_61

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1) In the relation at the length of DAITO and φ(Diameter of column), Using all sumples, we have a close correlation. but, strictly speaking we can not find a proportional relation. This relation has a close correlation between L of DAITO and φ since aucient, and can find the correlation relation that is a Value of equal to the Shomei. 2) In the relation of heiht of DAITO (H)-φ using all sumples and a lso settin aup a Breadth between 2 streight line, we can not find a close correlation. 3) In the relation of L-H of DAITO, using all sumples, we can find a close correlation relation, and also The Group of sumples having an approximate proportion. On the group of sumples, we can find the Buddist temple that are locatring in Nava and Kyoto district. 4) The correlation relation of L of Hijiki-φ, in Heian periode, has a close correlation than the relation in the Kamakura, and we can not find a close correlation in the Kamakura period, using sumple and setting up breadth of 2 lins. From such a phenomena at the correlation relation, we can see diffirent syatem at proprion from the Heian and Kamakura period. 5) In the correlation H of Hijiki and φ, Kamakura period, we have seen a closer correlation than the relatrn in the Heian period, Using all sumples and setting up a Breadth of 2 line. We have seen a close correlation, the Heian period, using all sumples and setting up a Bneadth of 2 line. In the Kamakura period, we can not see a cloce correlation at the all sumples and set up a breadth of 2 line in the befoer relation, and can find a group of sumples that have a close correlction, but not a proprtional relation. The locaetd center of the smnples (the Buddit temples) is Nara District. 6) In the relation of L of Makito-φ, the Heian period, we have a level of significance 0.01…OK using sumples. Setting up a Breadth of 2 lins, and also we have a level of significance 0.001…OK. In the Kamakura, using all sumples and setting up a breadth of 2 streight lines, we can not find a lerel of significace 0.001…OK, at most. In the correlation relation at a H of Makito-φ, the Heian period, we can taks a level of significance 0.01…OK, Using all sumples and satting op a brendth between 2 lines. Contrary to tendency in the Heian period, we can not take a crrelation in fact in the Kamaknra period. In the correlation at H-L of Makito, we have a closer correlation in the Kamakura period than the Heian period. 7) In the mutual correlation at a dimension of Tokkyo, the location of Buddist Temples that including into a breadth betmeen 2-lines have not a particularly order. 8) In the correlation relation, H, B of Nageshi-φ, The location of Buddist temples that inclnding into the breadth with a proportional relation belween 2-lines is locatiol the East from Kyto. In the correlation, dimension Nuki-φ, we shall he able to find the temples including in to a breadth with proportional relation between 2 lines that is locating at cost sea of Seto and Nara District.

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肥後藩における江戸時代中期の武家屋敷と茶道方について

北野隆

原稿種別: 本文
1973 年 210 巻 p. 73-80,85
発行日: 1973/08/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.210.0_73

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This paper deals with the Higo clan's Samurai-Residence and the Sado-Gata in Middle Edo period from Hosokawa Archives. The contents are as follows. I. On the Higo clan's Samurai Residence 1. Hanabata-Residence in Higo 2. Shirogane-Residence in Edo 3. Togoshi-Residence in Edo 4. Suizenji-Garden in Higo II. On the organization of the Sado-Gata And in short, The large garden was made in the Samurai-Residence in the Miedle Edo period by the Sado-Gata. The Sado-Gata was formed in the about 1660 and was treated well. The Sado-Gata held oa advantageous position than Sakuji-Gata on the construction of the Sumurai-Residence in the about 1660.

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