日本建築学会論文報告集

表紙

原稿種別: 表紙
1977 年 260 巻 p. Cover1-
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_Cover1

ジャーナルフリー

PDF形式でダウンロード (63K)
目次

原稿種別: 表紙
1977 年 260 巻 p. Cover2-
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_Cover2

ジャーナルフリー

PDF形式でダウンロード (63K)
SI 単位の換算率表

原稿種別: 付録等
1977 年 260 巻 p. App1-
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_App1

ジャーナルフリー

PDF形式でダウンロード (38K)
CONTENTS

原稿種別: 目次
1977 年 260 巻 p. Toc1-
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_Toc1

ジャーナルフリー

PDF形式でダウンロード (73K)
奥付

原稿種別: 付録等
1977 年 260 巻 p. App2-
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_App2

ジャーナルフリー

PDF形式でダウンロード (31K)
建築材料としての無機複合材料に関する研究 : その 7, せんい強化・終局引張強度の理論値と実験値

岸谷孝一, 平居孝之

原稿種別: 本文
1977 年 260 巻 p. 1-7
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_1

ジャーナルフリー

抄録を表示する抄録を非表示にする

This paper is to follow the previous part 5 and 6. In part 5 the experimental results and the fiber properties which effectively work as the dispersed phase in inorganic matrices are explained and the foundermental fiber reinforcing mechanism on inorganic matrices under the tensile stress is indicated. In part 6 a model explaining the tensile fracture mechanism of fiber reinforced inorganic composite materials is suggested and on the basis of this model the theoretical tensile strength of fiber reinforced inorganic composite materials is proposed. In this paper the theoretical ultimate tensile strengths of steel fiber reinforced cement mortar and glass fiber reinforced Gypsum are analysed and compared with experimental values. The experimental results support the theoretical analyses on the ultimate tensile strengths of fiber reinforced inorganic composite materials as follows. There are certain limited values on the fiber volume ratio and the fiber aspect atio (=l/d). When the fiber volume ratio and the fiber aspect ratio are smaller than these limited values, the ultimate tensile strength of fiber reinforced inorganic composite materials is similar to the tensile strength of the matrix. Only when the fiber volume ratio and the fiber aspect ratio are bigger than those limited values, the fiber reinforcement works effectively and it is possible to decrease the limited value of the fiber volume ratio by increasing the fiber aspect ratio.

抄録全体を表示

PDF形式でダウンロード (610K)
高剛性変位速度制御圧縮試験機の試作・開発並びにコンクリートの塑性変形挙動に関する複合材料論的考察

谷川恭雄, 西川公三, 小阪義夫

原稿種別: 本文
1977 年 260 巻 p. 9-19
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_9

ジャーナルフリー

抄録を表示する抄録を非表示にする

The results of the present study are summarized as follows : 1) A new type of stiff compressive testing machine was developed. The strain rate is controlled by wedge action of steel blocks installed in parallel with a specimen. The machine has a high stiffness (about 310t/mm) and is capable of carrying out cyclic loading. As its production cost is relatively cheap, it is a very practical testing machine to obtain complete stress-strain curves of strain-softening materials, such as rock and concrete. 2) The stress-strain curve of concretes made with various aggregates was measured by using the stiff testing machine. The complete stress-strain behavior is closely related to the degree of mechanical heterogeneity of concrete which is dependent on the relative mechanical properties of coarse aggregate and mortar matrix, and the degree of geometrical heterogeneity of concrete which is dependent on the volume fraction and shape of coarse aggregate and the relative size of coarse aggregate and specimen, etc. Compressive strength, strain at the compressive strength and the maximum negative slope of stress-strain curve increase, but the ductility and absorbed energy of concrete decrease with the decrease of heterogeneity.

抄録全体を表示

PDF形式でダウンロード (1540K)
砂地盤中の埋込み杭先端部の接地圧分布 : その 1. 加圧砂地盤タンクの製作および接地圧分布形の実験結果

岸田英明, 高野昭信

原稿種別: 本文
1977 年 260 巻 p. 21-33
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_21

ジャーナルフリー

PDF形式でダウンロード (1769K)
構造素材及び要素の共振疲労特性 (I) : 構造素材 (1) 定義, 仮定及び解析

山田稔, 河村廣

原稿種別: 本文
1977 年 260 巻 p. 35-45
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_35

ジャーナルフリー

抄録を表示する抄録を非表示にする

The purpose of this series of researches is to compose a new aseismic statics on aseismic structural safety and a new aseismic design systematically based upon new fundamental concepts, "Resonance Capacity" and "Resonance Fatigue Characteristic" of structures, which were introduced by the authors. In this paper (I), which is the first part of this series, the technological and vibrational meanings of such new concepts, "Resonance Capacity" and "Resonance Fatigue Characteristic", are made clear. Subsequently, as a starting part of a new aseismic statics, structural materials are classified into types, "Slip Type" and "Loop Type", from the point of view of hysteretic characteristics, and their "Resonance Fatigue Characteristics" are described in terms of methematical and theoretical expression.

抄録全体を表示

PDF形式でダウンロード (1241K)
鉄骨鉄筋コンクリート柱の耐力と履歴特性に関する実験的研究 (その 2)

仲威雄, 森田耕次, 立花正彦

原稿種別: 本文
1977 年 260 巻 p. 47-58
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_47

ジャーナルフリー

抄録を表示する抄録を非表示にする

Following remarks are attained by beam-column tests of Steel-Reinforced Concrete Members whose steel section is full-web type (H section). 1) The flexural cracking strength and shear cracking strength of Steel-Reinforced Concrete columns can be expressed by Eq. (1) and Eq. (2) respectively. 2) The flexural yield and maximum strength of Steel-Reinforced Concrete columns can be estimated by the theory based on the Navier's assumption. The superposed flexural strength can estimate the flexural yield strength approximately, but underestimates the flexural maximum strength of Steel-Reinforced Concrete columns. 3) The modes of fracture of Steel-Reinforced Concrete columns can be classified into two modes with the axialload proportion whose bounds is N/bDF_c=0.4. They correspond with the modes of flexural yielding of Steel-Reinforced Concrete columns. 4) The deformation capacity of Steel-Reinforced Concrete columns depends mainly on the axial-load proportion of columns and can be expressed by the empirical equation (6).

抄録全体を表示

PDF形式でダウンロード (1203K)
鉄骨鉄筋コンクリート柱脚部の力学性状に関する実験的研究 (その 1) : 軸力・曲げモーメント・せん断力を受ける柱脚の実験

増田貫志

原稿種別: 本文
1977 年 260 巻 p. 59-69
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_59

ジャーナルフリー

抄録を表示する抄録を非表示にする

This paper reports an experimental study on the stress distribution, strength and deformation characteristics of column base connections between steel reinforced concrete columns and their footings. Experimental results for 23 specimens are presented and discussed. Theoretical and experimental performance characteristics are compared, and suggestions for practical design are made. The main results derived from the analysis on these experiments are as follows : (1) A rotation angle R under the maximum load is about 0.020 rad. in the case of Type A and is from 0.012 to 0.034 rad. or so in the case of Type B. The rotation capacity is not influenced so much by increasing axial load for Type A, but it is gradually decreased by increasing axial load for Type B. (2) The co-operated interaction of stresses generated between the steel column base and reinforced concrete column may be preserved sufficiently to P/_<min>P_u=0.8 at N/bDF_c=0 and to P/_<min>P_u=1.0 at N/bDF_c=0.26〜0.54 in both Types A and B. (3) In the ratio of measured maximum loads to minimum values of the calculated ultimate strength, the difference in the safety region is nearly increased in proportion as the axial load increases. (4) Significant effects are observed on the strength and the rotation capacity of the connections at the ultimate loads by the strength of anchor bolts, haunch slope of concrete column, and anchorage length of longitudinal reinforcement. (5) The allowable design strength of S. R. C column bases may be calculated by the equation of the cumulative strength.

抄録全体を表示

PDF形式でダウンロード (1617K)
H 形鋼材の非定常履歴単軸応力-歪関係式 (梗概) : 第 II 部実験式

横尾義貫, 中村恒善

原稿種別: 本文
1977 年 260 巻 p. 71-82
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_71

ジャーナルフリー

抄録を表示する抄録を非表示にする

A statistical analysis is conducted on the parameters characterizing a generalized Ramberg-Osgood representation of non-stationary hysteretic uniaxial stress-strain curves. It is shown that the sample correlation coefficients between the maximum preceding stress amplitude and the four parameters in two generalized Ramberg-Osgood equations are slightly higher than those in Part I. The sample regression lines and confidence intervals are derived. A pair of bi-nonlinear equations is proposed as a set of hysteretic uniaxial stress-strain relations. It is demonstrated that the proposed formulae provide practically acceptable predictions for the wide-flange steel treated in Part I. It is illustrated that the proposed formulae modified by a scaling factor reflecting virgin strain-hardening characteristics provide predictions of a good accuracy also for another SS41 steel.

抄録全体を表示

PDF形式でダウンロード (1272K)
履歴 1 自由度系のランダム応答における塑性変形量

松島豊

原稿種別: 本文
1977 年 260 巻 p. 83-89
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_83

ジャーナルフリー

抄録を表示する抄録を非表示にする

This paper is concerned with the analytical estimation of the propabilistic properties of the plastic deformation in the stationary random response of the hysteretic single-degree-of-freedom system subjected to the Gaussian white excitation. This has been successfully achieved under the consideration that the plastic deformation of such hysteretic systems as the bi-linear and slip ones, which correspond to two typical restoring force characteristics of the building structures, could be evaluated by the comparison of those systems with the equivalent Coulomb damping ones, the approximate solutions of which have been already obtained referring to one of the exact solutions of the associated Fokker-Planck equation. The important exprssions thus obtained have been examined by the Monte-Carlo simulation analysis. As the results, it has been found that the theoretical solutions to the R. M. S. response of the plastic deformation give the good information about its general tendency at least, although those do not always bring about the satisfactory quantative prediction in a strict sense. In addition to that, it has been concluded that the theoretical values of the expceted accumulated plastic deformation agree quite well with the simulated ones over the wide ranges of the related parameters.

抄録全体を表示

PDF形式でダウンロード (723K)
せん断曲げを受ける鉄骨 H 型断面梁の局部座屈挙動と塑性変形能力

鈴木敏郎, 小野徹郎, 金箱温春

原稿種別: 本文
1977 年 260 巻 p. 91-98
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_91

ジャーナルフリー

抄録を表示する抄録を非表示にする

The purpose of this paper is to explain the deformation capacity of steel beams under shear bending. The beams which are chosen in this study have large width-thickness ratio of web. The beams which are chosen in this study have large width-thickness ratio of web. The rotation capacity of beams are examined, considering the influence of the stiffness of the web plate on the local buckling of the flange. This experiments are made in order to explain the plastic behavior of beams and the local buckling behaviors of flange and web plates. The load carrying capacity of the beams under shear bending decrease due to flange local bubkling or web local buckling. The theoretical analysis of the rotation capacity of beams are made, assuming the failure models of flange local buckling and web local buckling from experimental results, and the nondimensional equations of the rotation capacity are presented. In case of beams, which load carrying capacity decrease due to local buckling of flange, the effect of web restraint on flange local buckling is considered. The rotation capacity of beam is expressed by slenderness ratio, width-thickness ratio of flange, and stiffness of web plate. In case of beams, which load carrying capacity decrease due to the local buckling of web plate, the interactive curve between bending stress and shear stress is introduced. The rotation capacity is expressed by the function of the width-thickness ratio of web, shear span and the ratio of shear and bending stress. The beams, which collapse due to local buckling of web plate, have few deformation capacities. In case of beams, which load carrying capacity decrease due to the local buckling of flange, the stiffness of web plate influences on the deformation capacity of beams. Therefore, it is necessary to secure the stiffness of web, in order that the beams have the deformation capacity enough.

抄録全体を表示

PDF形式でダウンロード (1189K)
鋼構造筋違付骨組の復元力特性

加藤勉, 秋山宏

原稿種別: 本文
1977 年 260 巻 p. 99-108
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_99

ジャーナルフリー

抄録を表示する抄録を非表示にする

A rule which governs the behavior of steel members subject to arbitrarily repeated and reversed axial force was sought after, and the experimental curves are compared with the predicting curves constructed according to this rule to demonstrate its validity. The load-deformation relationship of the centrally compressed bars which covers the post-buckling region, as the next step, was simplified to enable it to be used in the practical aseismic design. Finally, it was suggested that the load-deformation relationship of the steel frames equipped with diagonal bracings under repeated and reversed horizontal loading could be constructed by combining the hysteretic curve of one pair of diagonal bracing thus obtained and that of the steel frame. With respect to the hysteretic behavior of steel frames, a sufficient information has already been given by the authors elsewhere.

抄録全体を表示

PDF形式でダウンロード (1020K)
張力場を形成する鋼板耐震壁の復元力特性

見村博明, 秋山宏

原稿種別: 本文
1977 年 260 巻 p. 109-114
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_109

ジャーナルフリー

抄録を表示する抄録を非表示にする

Tests on earthquake-resistant steel shear walls which were characterized by their small shear buckling strength and large capability of developing that were developed diagonal tension field were conducted to study the deformation characteristics under cyclic loading similar to seismic forces. It was shown in the paper that the basis of the Load-Deflection relation under monotonic loading, Load-Deflection of such walls under cyclic loading could be constructed by the graphical.

抄録全体を表示

PDF形式でダウンロード (664K)
設計言語に関する研究 : その 1. 設計プロセスで使用される言葉の使用パターンについて

瀬口哲夫

原稿種別: 本文
1977 年 260 巻 p. 115-125
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_115

ジャーナルフリー

抄録を表示する抄録を非表示にする

This article is one of the study of design methods. It takes aim at a design process analysis. It is possible to indicate the problem in design process and to make a process model by it. This study makes use of the linguistic method. This method is made up three approaches. The first is the approach by sentences. The second is the approach by words [SHI]. [SHI] is the objective expression. The third is the approach by words [JI]. [JI] is the subjective expression. We collected speaking words in design meetings. We analyzed three design process for ahouse by the second approach. Five use patterns of [SHI] was normalized and the use patterns are good reflection of a design process. When designer made a plan or makes an idea, many various words [SHI] was used at that time. And some characteristics of words [SHI] in design process were made clear.

抄録全体を表示

PDF形式でダウンロード (1545K)
大坂における大工組の構成と運営 (1) 大工組の構成 : 江戸時代末期における大坂の大工組に関する研究・I

渡辺勝彦

原稿種別: 本文
1977 年 260 巻 p. 127-136
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_127

ジャーナルフリー

抄録を表示する抄録を非表示にする

This paper is one of the series of works which intend to clarify the carpenter's party by doing a research of it's history by many doccuments left by a carpenter's family in Osaka. I will discuss in this paper the change of the constitution. The summary is as follows : The carpenter's party in Osaka which consisted of 23 parties called "kumi" was reorganized into 24 parties called "muyori" in 1843. 24 "muyori" which changed to be called 24 "kumi" in 1854 had their serial numbers, and each party consisted of carpenters in a specified area in Osaka.

抄録全体を表示

PDF形式でダウンロード (1388K)
浜松棟梁と徳川幕府作事方大工棟梁

西和夫

原稿種別: 本文
1977 年 260 巻 p. 137-144
発行日: 1977/10/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.260.0_137

ジャーナルフリー

抄録を表示する抄録を非表示にする

Early in Edo period in Hamamatsu, there were some carpenters named Hamamatsu-toryo. Some of them worked in Edo and emploied later by the Tokugawa Shogunate. The main contents of this paper is as follows. 1. Hamamatsu-toryo, early in Edo period.-Sato, Sugiura, Kuwabara, Tsuzuki, Watanabe and Asahara. 2. Daikugashira, the master carpenter in Hamamatsu, Den-e-mon Sugiura. 3. Asahara family.-family history, family tree. 4. Hamamatsu-toryo and Sakujikata-Daikutoryo, carpenters in the organization of the Tokugawa Shogunate.

抄録全体を表示

PDF形式でダウンロード (1266K)

J-STAGEへの登録はこちら（無料）