日本建築学会論文報告集

表紙

原稿種別: 表紙
1964 年 101 巻 p. Cover1-
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_Cover1

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目次

原稿種別: 表紙
1964 年 101 巻 p. Cover2-
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_Cover2

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アラスカ地震と建物被害(扉口絵)

原稿種別: 付録等
1964 年 101 巻 p. App1-
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_App1

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CONTENTS

原稿種別: 目次
1964 年 101 巻 p. Toc1-
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_Toc1

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奥付

原稿種別: 目次
1964 年 101 巻 p. Toc2-
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_Toc2

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拘束状態にあるモルタルに生ずる乾燥収縮応力度についての実験の研究

佐治泰次, 麻生実

原稿種別: 本文
1964 年 101 巻 p. 1-6
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_1

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Usually shrikage cracks occur in the restricted rich-mixed cement mortar under drying condition. In this paper, a new loading apparatus for the measurment of shrinkage is described, and the results of tests using this apparatus, with seven diferent types of cements are presented. According to the results, in each mortar under the restricted condition, shrinkage tesile-stress increases with lapse of time curring in the air. This stress-time curve shows a steep initial slope, and when the stress attains the mortar tensile strength the rupture occurs in the specimen. The time elapsed until the occurrance of the crack is four days in minnimum, and eleventh days in maximnm. On the other hand, according to the observed results of this experiment maximum free shrinkage strain is about 4 or 5×10^<-4> and the strain caused by shrinkage stress is about 1.3 or 1.6×10^<-4> at the crack point, so that, from the deduction of the each above value, we can obtain the creep-strain 2.7 or 3.4×10^<-4>. However, it may be given as a conclusion that, referring to the shrinkage crack, the value of free shrinkage-strain is significant.

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非線型定常振動にもとづく最適震度の近似解法

小高昭夫, 堀江文雄

原稿種別: 本文
1964 年 101 巻 p. 7-16
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_7

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Non-linear dynamical steady state responses and their compatible condition of one and two story buildings with the hysteresis properties, whose each story is in state of plasticity were given by approximate procedure, which is attributed to solving the boundary value problems in Galerkin's method, provided that non-linear systems with hysteresis properties can be replaced by linear systems with an equivalent viscous damping. From the results evaluated in such manner as mentioned above, consideration as to the optimum seismic coefficient was presented.

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地震動による重層建築物の変形 : その2・地震応答解析上の問題点

小林啓美

原稿種別: 本文
1964 年 101 巻 p. 17-22
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_17

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Author shown the numerical method of response analysis on the vibration of multi-storied building due to strong earthquake motion by using the electric digital computer, and discussed the accuracy of that calculation. In this paper he pointed out the problems about the actual calculations, the determination of structural behaviours for the response analysis. 1. In the case of the stories of building are not corresponding to the masses of multimass system, that is assumed as the vibrational model of building, there are very large error that is not safty side. 2. We have few data about the damping behaviour of building and elasto-plastic behaviour of structure, but these facts influenced to the results of the calculation more effectively. 3. He shown the examples of the effects on the response analysis due to the different kind of earthquake motion.

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耐震コアー式高層骨組の弾塑性計算法

大沢胖, 洪忠熹

原稿種別: 本文
1964 年 101 巻 p. 23-30
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_23

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This paper represents a proposal of the practical method of the analysis of continuous frame buildings with core-wall subjected to lateral forces. The structural behavior of the tall core-wall building against lateral forces may be characterized by the so-called boundary effect which means the interaction between the corewall and the adjacent open frames, and this effect gives large amount of lateral resisting capacity to the core-wall. To analyze this type of building structure. The general methods like the slope deflection method will be applied if the original method is properly modified so that the boundary effect can be taken into considerations. However, such methods involve lots of computational work. Furthermore, the consideration of the plastic deformation, which may be inevitable in the analysis of this type of structure, cann't be easily made. In this paper using some assumptions in respect to the boundary beam deformations, the authors intend to develope a more simple but still accurate method of analysis for practical design purposes. The main part of the analysis consist of the solution of semultaneous equations with the unmber of unknowns as many as that of stores of the building.

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水平荷重を受ける鋼構造柱,はり,およびその接合部の挙動について(報告・その1)

仲威雄, 加藤勉, 湯浅丹, 田中淳夫, 佐々木哲也

原稿種別: 本文
1964 年 101 巻 p. 31-38
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_31

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This paper consists of series of three reports, all concerning with the title. This report is the first one. Two types of full scale specimens were used to examive stress distribution and deformation of panel zone and local buckling of the compresive column. First, the experimental results, refersing to estimates obtained by approximate calculation, were informed. Second, some theory on the stress distribution and deformation of panel-zone was detailed. Then the stiffness reduction of skeleton, caused by deformation of panel-zone, was estimated. The local buckling of compressive box shaped column around the connection was also discussed.

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接合部パネルの剪断変形を考慮した撓角法

日置興一郎, 中本嘉彦

原稿種別: 本文
1964 年 101 巻 p. 39-44
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_39

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In the classical theory of the rigid frame, a joint of the framework is considered as a point and a member as a line. Namely the area of the joint is taken no account of. But the idealization is doubtful for the actual frame, especially for those of the wide flange members or of the lattice members. The joint must be regarded as a structural member which may be deformed as well as a beam or a column. The authors attach importance, in this paper, to the shear deformation of the joint panel, which has considerable effects on the sway of the frame. On the other hand the bending deformation of the panel is disregarded. The idealized model of the joint is defined as follows, the panel part in joint is enclosed with rigid members whose ends are hinged. At the same time, it is taken into consideration that the member of the framework might be deformed by bending moment and also shearing force. Consequently "the slope-deflection method taken account of the shear deformation of the joint panel" is derived in the elastic range. In several cases solved by this theory, the shear deformation of the joint panel occupies the fairly part, about 15 per cent, of the total sway. Compared this theory with the classical theory, it shows that with respect to the sway the classical theiry gives the value of about two third of that by the present one.

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偏平推動殻および筒殻の基礎式ならびにその近似解法

田中弥寿雄

原稿種別: 本文
1964 年 101 巻 p. 45-54
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_45

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This report concerns with the theoretical study on the bending stress analyses of two types of shells, that is shallow translational and cylindrical shells. The study consists of three parts. The first concerns with the derivation of basic equations from the general equations for shells which have been proposed by Dr. Zerna. The second part is the stress analyses of shallow circuler translational shells. Variational technique by Galerkin was applied for oftaining simple approximate solutions someparticular boundary conditions. According to some numerical examples, these solutions might be applied for practical purposes. The third part concerns with stress analysis of general cylindrical shells. Matrix progression method was applied for solving basic equations. The result could be applied for practical purposes because the use of digital computers is quite appropriate for these results.

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老人の生理的特性と建築計画

荒木兵一郎

原稿種別: 本文
1964 年 101 巻 p. 55-61
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_55

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While it is clear that homes for the aged should be planning to according to their traits, but it is probably considered that the traits subject to the fact of gradually declinning with their years. Then in this report, an analysis has been made to actual facts of the declination, and relative architectural planning methods have been considered. Summarily to say, almost physical abilities of the aged have been reduced to apporoximately half abilities to compare with healthy general adults. Therefore it is necessary to particular designs, beginning from fundamental planning to end to small details, that have been defferenced from general cases. For example, because of stiffened joint and lack of balance most old people have difficulty both in stepping into the bath and in getting up if they sit down in it. Some like a sitz-bath, but this must be either sunk into the floor by a slope with handrails or fitted with a step or platform to enable the user to get in. And also they are growing difficult to walk free without a wheelchair or handrails, it should be designed by the wheelchair's standerd and to lay out handrailfs. Specially, about the patient who needs the nursing, there are many difficult problem on nursing system and architectural planning.

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構造用鋼材の機械的性質調査報告(学界情報)

座屈小委員会

原稿種別: 本文
1964 年 101 巻 p. 62-65
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_62

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SYNOPSIS

原稿種別: 文献目録等
1964 年 101 巻 p. 66-68
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_66

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訂正ならびにおわび

原稿種別: 文献目録等
1964 年 101 巻 p. 68-
発行日: 1964/08/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.101.0_68

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