日本建築学会構造系論文報告集

表紙

原稿種別: 表紙
1993 年454 巻 p. Cover1-
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_Cover1

ジャーナルフリー

PDF形式でダウンロード (75K)
目次

原稿種別: 表紙
1993 年454 巻 p. Cover2-
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_Cover2

ジャーナルフリー

PDF形式でダウンロード (75K)
CONTENTS

原稿種別: 目次
1993 年454 巻 p. Toc1-
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_Toc1

ジャーナルフリー

PDF形式でダウンロード (155K)
日本建築学会構造系論文集ならびに日本建築学会計画系論文集応募原稿募集

原稿種別: 目次
1993 年454 巻 p. Toc2-
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_Toc2

ジャーナルフリー

PDF形式でダウンロード (90K)
奥付

原稿種別: 目次
1993 年454 巻 p. Toc3-
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_Toc3

ジャーナルフリー

PDF形式でダウンロード (90K)
1種類のタイル壁面を対象としたずれ感覚を表示する物理量の設定 : 視覚的観点からみたタイル壁面の仕上げ精度の評価方法に関する研究(その1)

横山裕

原稿種別: 本文
1993 年454 巻 p. 1-8
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_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 presents basic findings to investigate the method for evaluating precision in finishing of tiled walls from a viewpoint of visual sensation. The quantitative value which corresponds to human sensation on precision in finishing of a tiled wall was established. At first, the sensation scale relating to precision in finishing of some parts of the tiled wall employed for the sensory test was constructed. Then, the geometric measurement on precision in the finishing tiles was carried out. Secondly, based on the correlation between sensation scale and the result of measurement, the appropriate physical value was obtained.

抄録全体を表示

PDF形式でダウンロード (1106K)
減退記憶理論による粘弾性体中の波動減衰 : (その2)三次元粘弾性体の記憶関数について

薛松濤, 飛田潤, 曲伝軍, 和泉正哲

原稿種別: 本文
1993 年454 巻 p. 9-14
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_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

This paper presented a study on the memory functions of Fading Memory theory for three dimensional viscoelastic material. The condition on memory function which is different from the conditions of continuum mechanics has been shown using the critical condition of wave propagation. The derivation of memory functions from three dimensional spring-dashpot model has been presented which direct a way to obtain the memory functions from present models. Also the relations between memory functions and Q values of P wave and S wave are derived and examples are shown. The last part of this paper shows how to obtain the memory functions from material test in two ways.

抄録全体を表示

PDF形式でダウンロード (618K)
連層鋼板耐震壁を有する平面建築骨組の地震時弾性変形制約設計

竹脇出, 中村恒善

原稿種別: 本文
1993 年454 巻 p. 15-28
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_15

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 propose a new method of elastic seismic-deformation constrained design of frame-steel plate shear wall systems. In place of a global coordinate system, a member-coordinate system is utilized to measure the interstory-drift component without the rigid-motion component due to rotation of a floor. A set of bending stiffnesses of shear walls with columns is found such that the so-designed frame-shear wall system would exhibit a specified distribution of mean peak interstory drifts in the member-coordinate system to design-spectrum compatible earthquakes. Design examples for ten- and twenty-story models are presented for demonstrating the usefulness of this method of seismic-deformation constrained design. Finally time-history response analysis to an ensemble of design-spectrum compatible artificial earthquakes is performed to demonstrate the validity of this method and examine its accuracy.

抄録全体を表示

PDF形式でダウンロード (1683K)
RD法による構造物のランダム振動時の減衰評価

田村幸雄, 佐々木淳, 塚越治夫

原稿種別: 本文
1993 年454 巻 p. 29-38
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_29

ジャーナルフリー

抄録を表示する抄録を非表示にする

In order to obtain the basic characteristics of the Random Decrement Technique, the numerical simulation of wind-induced vibration are conducted for single- and two-degree-of freedom systems with a given damping ratio. The effects of various parameters on the resultant damping ratio are examined, i. e. the number of superposition of samples, the value of the damping ratio, band width of band-pass filter and so on. The Random Decrement Technique is applied for evaluation of damping ratios of full-scale buildings. The results suggest that the technique is very useful for evaluation of the damping ratios of actual buildings under random excitations.

抄録全体を表示

PDF形式でダウンロード (1211K)
地震時の室内変容に伴う人的被害危険度評価に関する研究 : その1 居住空間危険度マイクロゾーニングの提案

岡田成幸

原稿種別: 本文
1993 年454 巻 p. 39-49
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_39

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 research provides the method of "indoor-zoning" of a dwelling by which the probability potential of suffering injuries or death due to an earthquake can be evaluated. As a case study several apartment buildings damaged in the Miyagi-ken-oki earthquake of 1978 was estimated. From this analysis it is shown that the level of probability potential of suffering injuries differs from one space to another even in the same room and the spatial distribution of its potentiality can be visually understood. Such a method as proposed here should give us available information on floor planning and furnishings arrangement planning in order to maintain indoor security against earthquake.

抄録全体を表示

PDF形式でダウンロード (1394K)
1993年釧路沖地震(M7.8)の釧路地方気象台における強震記録のもつ建物破壊力に関する検討

壇一男, 渡辺宏一, 菊地優, 海老原学

原稿種別: 本文
1993 年454 巻 p. 51-60
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_51

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 strong-motion records at the Kushiro District Meteorological Observatory from the 1993 Kushiro-Oki earthquake were applied to rigid-frame structures of different types. The total plastic energy dissipation of short period structures under the records was larger than that under the design input motions, while the energy dissipation of long period structures was comparable or smaller. The response level-of a low building with a short natural period showed that the damage should be moderate or severe. But, the actual damage to such a kind of buildings was rather slight around the observatory. The earthquake resistant capacity of non-structural components should be appropriately evaluated in design process.

抄録全体を表示

PDF形式でダウンロード (1029K)
実験誤差制御機能を有したサブストラクチャ仮動的実験のための数値積分法

中島正愛, 赤澤隆士, 阪口理

原稿種別: 本文
1993 年454 巻 p. 61-71
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_61

ジャーナルフリー

抄録を表示する抄録を非表示にする

Proposed is a new integration method that can ensure unconditional stability and control the growth of experimental errors in the substructure pseudo dynamic test. This method, referred to as a-OS method, is an extension of OS method that has already been proposed and includes an additional integration parameter. This parameter is the source of numerical dissipation, which in turn makes the growth of experimental errors suppressed. Stability and accuracy characteristics of the method are quantified analytically, and effectiveness of this method is demonstrated by numerical experimentation.

抄録全体を表示

PDF形式でダウンロード (1178K)
繰返し水平載荷を受ける多層多スパン平面骨組の塑性崩壊挙動 : その2 数値解析による対称限界理論解の検証と崩壊挙動の解明

上谷宏二, 東海幸一, 中村恒善

原稿種別: 本文
1993 年454 巻 p. 73-83
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_73

ジャーナルフリー

抄録を表示する抄録を非表示にする

Clarification of the collapse behavior of building frames under repeated horizontal loading is necessary for developing a more rational and reliable method of earthquake resistance design. In the previous part of this paper, it has been predicted by applying the symmetry limit theory that an unknown type of overall collapse behavior is possible to occur in multistory multibay planar frames subjected to repeated horizontal top displacement. In the present part of this paper, the numerical response analysis of the frames is performed to verify the theoretical predictions. The existence of the symmetry limits is confirmed and the features of the deterioration process characterized by cyclic growth of a bow-like-shaped overall mode of frame deflection is revealed.

抄録全体を表示

PDF形式でダウンロード (1427K)
粘性土地盤における支持杭の終局水平耐力に関する解析的検討

中澤瑤子, 山肩邦男

原稿種別: 本文
1993 年454 巻 p. 85-94
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_85

ジャーナルフリー

抄録を表示する抄録を非表示にする

Process to ultimate condition under lateral load about fixed headed bearing pile are examined by elasto-plastic analysis. (1) Pile length L, assumption of plasticity and rotation of footing influence on lateral load and deformation at first plastic hinge formed. (2) According to the ratio of ultimate bending moment My_2/My_1(at pile top and maximum moment along pile length), the order forming plastic hinge is changed. (3) Failure mode is 2 hinges in the range of My<Ma and L> L_L but is 1 hinge structure out of those ranges. Ma is 0.85c_uBL^2 and L_L is √<Ma/0.85 c_u B> in the range of in L=6〜10m, Cu=1.5〜4.5 tf/m^2.

抄録全体を表示

PDF形式でダウンロード (999K)
部分荷重を受ける球形シェルの非保存的安定性解析

三井和男, 登坂宣好, 角野晃二

原稿種別: 本文
1993 年454 巻 p. 95-104
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_95

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 the-present study is to show theoretically that dynamic instability takes place in a clamped spherical shell under a partially distributed normal follower force. Large deflection and stability of shallow and deep spherical shells are studied. The axisymmetric equilibrium states are solved through a Newton-Raphson technique on discretized nonlinear shell equations by means of finite difference method. The stability of the respective equilibrium states on the axisymmetric fundamental equilibrium path is examined by the dynamic method. In this study, it is shown that transition from stability to instability takes place not only in the form of static instability, but also in the form of dynamic instability.

抄録全体を表示

PDF形式でダウンロード (1121K)
ラチス構造物の不同沈下の推定法に関する一考察 : 情報エントロピー最大原理の応用

加藤史郎, 鈴木祐一, 木村克次

原稿種別: 本文
1993 年454 巻 p. 105-114
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_105

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 present paper discusses a method to estimate differential settlements for reticulated structures based on the Principle of Maximum Entropy. The condition assumed in estimation is that the standard deviation of the differential settlements is prescribed. Under the condition several cases are studied for the following subsidiary conditions: (i) the total strain energy of the structure gets maximum or minimum; (ii) the standard deviation of stress of a paticular member-gets maximum. The results are compared with those simulated by Monte-Carlo method and the characteristics of the estimated differential settlements are classified.

抄録全体を表示

PDF形式でダウンロード (1040K)
二方向変形を受ける鉄筋コンクリート造柱の曲げ降伏後の構造性状

平石久廣, 村田義行, 上之薗隆志, 薬研地彰

原稿種別: 本文
1993 年454 巻 p. 115-125
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_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 paper reports the experimental results and their discussion of reinforced concrete columns focusing on the effect of biaxial lateral loading on structural performance. Three specimens were made with high-strength concrete and high-strength steel bars, and two specimens were subjected to bilateral deformations hence one specimen was subjected to Unilateral deformation. Both specimens subjected to bilateral deformations began shortening just after the occurrence of compression failure of cover concrete and showed tremendously poor deformation capacity. Test and finite fiber analytical results concerning the shortening and restoring force showed excellent correlation. Finally, the paper clearly ・ describes the factors causing deterioration in strength and deformation capacity.

抄録全体を表示

PDF形式でダウンロード (1295K)
繰返し載荷を受ける鉄筋コンクリート造柱の限界変形 : 鉄筋コンクリート造柱の曲げ降伏後の限界変形に関する研究(その3)

平石久廣, 稲井栄一, 薬研地彰

原稿種別: 本文
1993 年454 巻 p. 127-138
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_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

A deformation capacity is formulated in this paper for seismic design of reinforced concrete columns. It is determined by two criteria. One is the stable limit which was defined in the authors' previous paper. The other is a particular deformation point with a cyclic deterioration in lateral load-carrying capacity and a development of axial shortening in columns under cyclic loadings, discussed here in detail. With the formulas, the effects of the axial stress level at the section and the characteristics of the stress-strain curve of concrete on deformation capacity of columns are able to be evaluated.

抄録全体を表示

PDF形式でダウンロード (1274K)
角形鋼管柱の軸力比制限に関する実験的研究

内田保博, 三谷勲, 上遠野明夫

原稿種別: 本文
1993 年454 巻 p. 139-149
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_139

ジャーナルフリー

抄録を表示する抄録を非表示にする

For a steel structure subjected to the fluctuating horizontal forces caused by strong earthquakes, the accumulation of deformation plays as a key parameter to evaluate the restoring force characteristics deteriorated by such as local buckling. In this study, the axial force is adopted as the constant external force and limits of the axial force to keep the aseismic safety are derived by computations for the square tube steel beam-columns, which are based on conditions of the accumulation of the centroidal axial strain. Validity of limitations is examined by the comparison between analytical and test results.

抄録全体を表示

PDF形式でダウンロード (1203K)
2次仕事に基づく構造に生じる変形累積の安定性解析

内田保博

原稿種別: 本文
1993 年454 巻 p. 151-159
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_151

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 strength of some structures and their members may be degraded under large repeated loading such as severe earthquake force. The strength degradation must be avoided as carefully as possible to keep the safety of structures. It has been found due to many studies that the strength degradation closely correlates with the accumulation of deformation. In this study, the accumulation of deformation of the beam-column under constant loads' and the repeated loading is investigated analytically, and the stability of accumulation is judged based on the theorem of the second-order work.

抄録全体を表示

PDF形式でダウンロード (1069K)
繰返し外力を受けるトラス構造の耐力低下及び変形累積挙動に関する研究

内田保博, 小御門匡

原稿種別: 本文
1993 年454 巻 p. 161-170
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_161

ジャーナルフリー

抄録を表示する抄録を非表示にする

In this study, strength deterioration and accumulation of deformation on two-story truss structures subjected to constant forces and repeated loading are investigated. Strength deterioration closely correlates with the accumulation of deformation, therefore the accumulation of deformation is considered to be a key parameter for the safety of structures subjected to repeated loading. The critical constant forces for convergence of the accumulation of deformation are calculated based on the proposed theory. The stability and bifurcation of the accumulation are discussed by using the critical constant force-displacement curves for convergence.

抄録全体を表示

PDF形式でダウンロード (1119K)
延性き裂発生ひずみに及ぼす冷間塑性加工の影響

桑村仁, 秋山宏

原稿種別: 本文
1993 年454 巻 p. 171-178
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_171

ジャーナルフリー

抄録を表示する抄録を非表示にする

Monotonic tension test was performed to find the fibrous crack initiation strain at notches under general yielding condition. The specimens are round bars having a circumferential notch at the center, which were produced from a virgin SM 490 steel plate and its cold-worked plate by giving tensile 10 % -prestrain under atmospheric temperature. It was found that the strain at the onset of fibrous crack can be safely estimated to be the uniform strain of the material. The cold-working significantly reduced the uniform strain of the virgin steel, and thus the fibrous crack initiation strain was markedly reduced in such prestrained steel.

抄録全体を表示

PDF形式でダウンロード (1160K)
局部座屈を伴うH形断面鋼部材の劣化挙動

山田哲, 秋山宏, 桑村仁

原稿種別: 本文
1993 年454 巻 p. 179-186
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_179

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 load-deformation relationships including post buckling and deteriorating behaviors of wide flange section steel members are investigated in this paper. The analytical method previously proposed for box-section members are applied to wide flange section members based upon the ultimate behavior of stub-columns. The stress-strain curves of stub-columns with wide flange sections are expressed by standerdized width-to-thickness ratios of flange and web plates, which are derived by statistical treatment of previous experiments. The caluculated load-deflection curves of beams and beam-columns coincide very well with experimental results, especially in the deteriorating range.

抄録全体を表示

PDF形式でダウンロード (782K)
計画系論文報告集目次 No.454 1993・12

原稿種別: 付録等
1993 年454 巻 p. App1-
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_App1

ジャーナルフリー

PDF形式でダウンロード (97K)
裏表紙

原稿種別: 表紙
1993 年454 巻 p. Cover3-
発行日: 1993/12/30
公開日: 2017/12/25

DOIhttps://doi.org/10.3130/aijsx.454.0_Cover3

ジャーナルフリー

PDF形式でダウンロード (58K)

J-STAGEへの登録はこちら（無料）