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  • Grover Loening
    日本航空学会誌
    1963年 11 巻 119 号 373-380
    発行日: 1963年
    公開日: 2009/05/25
    ジャーナル フリー
  • George W. Lee
    燃料協会誌
    1973年 52 巻 3 号 171-177
    発行日: 1973/03/20
    公開日: 2010/06/28
    ジャーナル フリー
  • 松井 保, 辛 嘉靖
    土質工学会論文報告集
    1989年 29 巻 3 号 95-104
    発行日: 1989/09/15
    公開日: 2008/02/29
    ジャーナル フリー
    In many soil-structure interaction problems, such as reinforced soils, the effect of restrained dilatancy in the interface between the soil and the inclusion plays an important role. In this paper, the restrained dilatancy behavior of an interface is first outlined. A bilinear relation between the shear stress and the shear displacement and a bilinear relation between the increase in normal stress due to shearing and the shear displacement are proposed to idealize such restrained dilatancy characteristics. A model of dilatant joint element is proposed on the basis of simple elastoplastic theory. The response of the elastoplastic joint element under the restrained dilatancy effect becomes prime concern. Therefore, the proposed elastoplastic joint element is analytically examined by a restrained direct shear test of an interface. It is found that our proposed model can represent very successfully the fundamental characteristics of the restrained dilatancy in the interface. Applications of the joint element to the finite element analysis of a field loading and excavation test on a cut slope reinforced by tensile inclusions demonstrate in success the applicability of the proposed elastoplastic joint element to the practical reinforced slope stability problems.
  • M. L. GHOSH
    Journal of Physics of the Earth
    1972年 20 巻 2 号 165-186
    発行日: 1972年
    公開日: 2009/04/30
    ジャーナル フリー
    The possibility of attenuation of microseismic waves due to the presence of an upward folding of the ocean bottom into the liquid is discussed in this paper. The upward folding of the ocean bottom has been idealized by means of an irregularity in the form of a rectangle intruding into the liquid and the evaluation of the displacement component at any point of the solid medium has been carried out in two stages. First, the change in the incident mode of the surface wave due to the presence of the rectangular irregularity has been determined, and second, the subsequent change of the resulting displacement components due to the termination of the liquid layer and the step change in elevation of the solid medium at the continental margin has been discovered. Finally, numerical calculation has been made to determine the attenuation of the microseismic waves of different periods due to the presence of the rectangular irregularity at the ocean bottom.
  • /, 龍岡 文夫, FUMIO TATSUOKA
    地盤工学会論文報告集
    1997年 37 巻 4 号 121-126
    発行日: 1997/12/15
    公開日: 2008/02/29
    ジャーナル フリー
    The design implication of stress-confinement effect of nonwoven geotextile is addressed. The unconfined and confined strengths of a selected needle-punched nonwoven geotextile are used to conduct a comparative design of a granular soil retaining wall based on a limit equilibrium approach. A higher wall may be allowed when considering the confined strength as compared to the unconfined strength. For a selected wall height, confined strength allows for fewer geotextile layers when compared to that designed using unconfined strength. It is recommended that stress-confinement test procedure should be standardized so that confinement effect of some nonwoven geotextiles may be incorporated into an individual wall design procedure.
  • I.
    F
    . Davies
    Journal of Light & Visual Environment
    1984年 8 巻 1 号 1_9-1_20
    発行日: 1984年
    公開日: 2011/05/20
    ジャーナル フリー
  • その所属腱索および乳頭筋について
    島田 博
    日本医科大学雑誌
    1981年 48 巻 6 号 779-789
    発行日: 1981/12/15
    公開日: 2010/10/14
    ジャーナル フリー
    Although there have been numerous articles concerning the anatomy of the atrioventricular valve in man, only a few publications have recorded the relationship between the chordae tendineae and the papillary muscles. The purpose of this paper is to study the relationship among the shape and size of the atrioventricular valve, the chordae tendineae and the papillary muscles. 50 subjects, as listed in Table 1, were analyzed by the Taniya-Hashimoto Method.
    The results obtained were as follows:
    1) The right atrioventricular valve was classified into two types: 33 cases (66%) of three irregularly shaped cusps, i.
    e
    . type I, and 17 cases (34%) of four or five cusps, i.
    e
    . type II.
    2) The average circumference of the right atrioventricular orifice (ostium atrioventriculare dextrum) was 11.
    96
    cm (9.63.15.06cm) in type I and 12.19cm (9.52.15.
    22
    cm) in type H. There existed no significant difference in the circumference of the atrioventricular orifice between type I and II.
    3) The average length of the cusp-fundus (the length of the fixed margin of the cusp) was as follows:
    type I: anterior cusp…………4.13cm (2.03-
    6
    .
    96
    cm)
    posterior cusp…………3.62cm (1.21-5.44cm)
    septalcusp……………4.21cm (3.11-
    6
    .08cm)
    type II: anterior cusp…………4.10cm (2.68-5.42cm)
    posterior cusp…………3.67cm (
    0
    .
    94
    -5.70cm)
    septal cusp……………4.43cm (2.
    96
    -
    6
    .53cm)
    4) The average width of the cusp (the maximum distance between the apex and the fundus of the cusp) was as follows:
    type I: anterior cusp…………1.86cm (1.26-2.29cm)
    posterior cusp…………1.62cm (
    0
    .62-2.
    94
    cm)
    septal cusp……………1.76cm (1.15-2.72 cm)
    type II: anterior cusp…………1.92cm (1.40-2.34cm)
    posterior cusp…………1.72cm (
    0
    .
    94
    -2.42cm)
    septal cusp……………1.84cm (1.14-2.53cm)
    The length or width of the cusp in type I was similar to that in type II.
    5) The papillary muscles consisted of five groups, which were named the anterior, postlateral, postmedial, postseptal and septal muscles. The average number of the papillary muscles per right ventricle was 5.
    7
    (2.
    0
    .9.
    0
    ). The chordae tendineae from the anterior papillarymuscles were attached to the anterior and posterior cusps and those from the postlateral and postmedial muscles were attached to the posterior and septal cusps. The chordae tendineae from the postseptal muscles were linked only to the septal cusp and those from the septal muscles were connected to the septal and anterior cusps.
    6
    ) The average number of the stems of the chordae tendineae from the papillary muscles were as follows:
    From the anterior papillary muscles………
    7
    .2 (2.
    0
    -14.
    0
    )
    the postlateral papillary muscles……3.5 (1.
    0
    -
    8
    .
    0
    )
    the postmedial papillary muscles……4.
    0
    (1.
    0
    -
    8
    .
    0
    ) the postseptal papillary muscles……4.5 (1.
    0
    -13.
    0
    ) the septal papillary muscles………5.
    7
    (2.
    0
    -12.
    0
    )
    The average n umber of the stems of the chordae tendineae per right ventricle was 24.4 (16.
    0
    -35.
    0
    ).
    7
    ) The tip of the chordae tendineae are attached to the fixed margin of the valve cusp, i.
    e
    . type A, to the ventricular surface, i.
    e
    . type
    B
    and to the free margin, i.
    e
    . type C. The average number of them were 23.4 (14.
    0
    -32.
    0
    ) in type A, 19.2 (4.
    0
    -37.
    0
    ) in type
    B
    and 68.1 (31.
    0
    -105.
    0
    ) in type C. The average number of the apexes of the chordae tendineae per right ventricle was 110.
    7
    (53.
    0
    -166.
    0
    ).
    8
    ) The average number of the chordae tendineae for the anterior cusp was 34.9 (12.
    0
    -64.
    0
    ), for the posterior cusp 30.5 (5.
    0
    -65.
    0
    ) and for the septal cusp 45.3 (23.
    0
    -68.
    0
    ).
  • 増大する資源
    E
    .
    F
    . Boswell
    紙パ技協誌
    1998年 52 巻 7 号 885-889
    発行日: 1998/07/01
    公開日: 2009/11/19
    ジャーナル フリー
    The world is in the midst of a huge fundamental shift in fibre supply, demand balances, and policy changes. Governments around the world are introducing policy changes which influence the supply demand balance as the politicians' thoughts are uttered. Government agencies and their bureaucrats are imposing changes on industry even before the legislation is passed by the government in question.
    This ad hoc change process will continue for a time to come until the countries in question show a tough-mindedness with regard to their land use policies. Policies affecting forest areas such as protection areas, Native land claims, the protection of biodiversity and a true goal of sustainable development ; which addresses the combined issues of cultural, environmental, social and economic matters.
    Eventually all of these difficult issues will reach essential closure. Then there will be great new opportunities for investment to meet the growing demand for forest products ; leading to a strengthening competitive position in the more traditional producing areas such as Canada.
  • Yasuyuki Gono, Manabu Fujioka, Tamotsu Toriyama
    Journal of the Physical Society of Japan
    1970年 29 巻 2 号 255-258
    発行日: 1970/08/05
    公開日: 2007/06/01
    ジャーナル 認証あり
    The gamma-ray spectrum and the conversion-electron spectrum are measured in the decay of the Tb152 activity. The L-subshell electron lines of the 586.
    7
    keV
    22
    +→21+ transition are separated by the ion-free beta-ray spectrometer. The M1-
    E
    2 mixing ratio, δ2, and the dimensionless ratio X of
    E
    0
    -
    E
    2 mixing of the 586.
    7
    keV transition are obtained to be δ2
    0
    .16 and
    0
    .034≤X
    0
    .038, respectively. The
    E
    2 branching ratio
    B
    (
    E
    2;
    22
    +→
    0g
    +):
    B
    (
    E
    2;
    22
    +→21+):
    B
    (
    E
    2;
    22
    +→01+) is determined to be
    0
    .023 : 1.
    0
    : 5.
    6
    .
  • 榎 明潔, 八木 則男, 矢田部 龍一, 一本 英三郎
    土質工学会論文報告集
    1991年 31 巻 2 号 1-13
    発行日: 1991/06/15
    公開日: 2008/02/29
    ジャーナル フリー
    It has been shown after mathematical and mechanical investigation that Limit Equilibrium Method (LEM) can be considered as a method to obtain the necessary condition of Slip Line Method (SLM), and that the solution can be obtained under the condition that Fs=1 and ∂Fs/∂θ=O, where Fs is the safety factor and θ is the inclination of the plane on which the safety factor is defined. Next, the generalized LEM (GLEM) is proposed, dealing with the following points : (1) Triangular or quadrangular blocks can be treated; (2) Safety factors are defined also on interblock planes; and (3) All types of plastic problems, slope stability, bearing capacity, and earth pressure are identically formulated. Two situations regarding treatment of the moment equilibrium condition are discussed. GLEM is applied to well-known problems. The results agree well with those obtained by theoretical methods. GLEM can be used to obtain the distribution of earth pressure or bearing capacity. GLEM, Iike ordinary LEM, is very effective for the practical problems, but GLEM is more theoretical and it can result in more accurate solutions.
  • Yukichi Yamaguchi, Jian-zhi Runan(Gen), Teruaki Nagahara
    Journal of the Physical Society of Japan
    1975年 38 巻 4 号 911-916
    発行日: 1975/04/15
    公開日: 2007/06/01
    ジャーナル 認証あり
    The gamma-ray spectrum and the conversion-electron spectrum are measured in the decay of the 116mIn activity. Directional correlations are also measured for 818–1293 and 1097–1293 keV cascades. The M1-
    E
    2 mixing ratio δ, and the
    E
    0
    -
    E
    2 mixing ratio μk are obtained for 818.
    7
    keV
    22
    +→21+ transition to be δ=1.52
    0.22
    +
    0.26
    , and μk
    6
    .1×10−4 respectively. The
    E
    2 branching ratio
    B
    (
    E
    2;
    22
    +→
    0g
    +):
    B
    (
    E
    2;
    22
    +→21+):
    B
    (
    E
    2;
    22
    +→01+) is determined to be
    0
    .0158:1.
    0
    :5.86.
  • SHENBAGA R. KANIRAJ
    土質工学会論文報告集
    1993年 33 巻 2 号 82-90
    発行日: 1993/06/15
    公開日: 2008/02/29
    ジャーナル フリー
    Based on the recommendations of Berezantzev et al., a new semi-empirical equation for settlement ratio of pile foundations in sand has been derived. The settlement ratios obtained using this equation have been compared with the actual measured values. The comparison indicates that the new equation predicts higher than actual settlement values and is therefore conservative. The new equation is therefore modified in the light of empirical evidence and presented in a generalised form which can be used for square, rectangular, and irregular pile groups. The procedures recommended for the use of the equation in preliminary designs are explained.
  • 黒川 美貴雄, 吉田 耕治, 永井 保嵩, 宇野 準
    Chemical and Pharmaceutical Bulletin
    1983年 31 巻 12 号 4312-4318
    発行日: 1983/12/25
    公開日: 2008/03/31
    ジャーナル フリー
    Two new partially saturated tricyclic ring systems,
    6
    ,
    6
    a,
    7
    ,
    8
    , 9, 10, 10a, 11-octahydro-11-oxodibenz [
    b
    ,
    e
    ] oxepins (3a and 3
    b
    ), and -thiepins (4a and 4
    b
    ) were synthesized. Compounds 4a and 4
    b
    were desulfurized to give a pair of isomeric 2-methylbenzoylcyclohexanes (10a and 10
    b
    ). Deuterated 4a and 4
    b
    (11a and 11
    b
    ) were prepared starting from butadiene-
    d6
    (12). The stereochemical features of 3a (trans), 3
    b
    (cis), 4a (trans) and 4
    b
    (cis) are compared with those of 10a, 10
    b
    , 11a and 11
    b
    on the basis of proton nuclear magnetic resonance data.
  • AKIRA MURAKAMI, AKIHIKO WAKAI, KAZUNORI FUJISAWA
    SOILS AND FOUNDATIONS
    2010年 50 巻 6 号 877-892
    発行日: 2010年
    公開日: 2011/03/04
    ジャーナル フリー
    This paper provides a comprehensive survey of the numerical methods related to geotechnical problems, most of which were reported in papers appearing in Soils and Foundations. The reason why most of the reviewed papers are concentrated in Soils and Foundations is that if we were to include papers appearing in other journals in the field of geotechnical engineering, closely related to numerical methods,
    e
    .g., Computers and Geotechnics, Int. J. Numer. Anal. Meth. Geomech., etc., we would have to deal with almost all the papers in those journals. Firstly, we present a description of the current status of the numerical methods, and then give a brief review of the literature covering several topics in geotechnical applications. The scope of the review is limited, and thus, the authors do not profess to cover the entire range of literature.
  • 佐藤 敬之輔
    デザイン学研究
    1970年 1970 巻 11 号 45-55
    発行日: 1970/03/30
    公開日: 2017/07/25
    ジャーナル フリー
    [1] The purpose of this reserch is to make clear what type of design can give good effects to win the high readership score. At the begining I had to know what factors decide the readership score, and how to change the quality of the desing into numerical value. I have used the method of multi-dimentional analysis with the help of a computer, and got the estimation formula, with
    7
    kinds of factors, as follows ; A^^〜=
    B
    +C+D+K+aE+
    bF
    +cG. A^^〜=estimated values of the readership score. 1)
    B
    , C, D, K : these four factors are given as category values (so we call them); each factor is classified into several categories.
    B
    =week day, classified into
    7
    categories. C=pages of a newspaper, which are characterized by the kinds of articles, news, and the other reading matters, classified into
    22
    categories. D=kinds of goods and trades of the advertizement, classified into 14 catedories. K=constants, given to each 13 surveys. 2)
    E
    ,
    F
    , G : these factors are given as numerical values. G=area of advertizement, measured by the unit of column in the whole page length, being classified into
    6
    kinds of area (2.5, 3.5, 5,
    7
    , 10, 15) and 15 column means a whole page, about 2,000cm^2.
    E
    ,
    F
    are the marks obtained in the design of advertizements.
    E
    =sum of the marks obtained in each design element on the advertizement.
    F
    =the marks obtained on the whole effect of the design. 3) a,
    b
    , c : coefficients Using the above formula with the category values and the coefficients, we can obtain the naked design effect from the actual value A of readership score: aE+
    bF
    =A-(
    B
    +C+D+K+cG). In this research, I used 1,829 data of readership score from 1960 to 1968, being obtained by 13 survevs, spring and autumn twice a year. The sample of size each survey was 3,541, 2,251, or 200 in the other 11 surveys. Multiple correlation coefficient between the estimated value A^^〜 and the actual value A is
    0
    .951. The table 2^* shows the contribution indexes of each factor by 3 kinds of expression-(1) Range : the absolute difference between the maximum and the minimum category values, (2) Standard deviations of the category values, (3) Partial correlation coefficient : the relationship between the actual values A and each factors. *see the table 2 in the thesis in Japanese. [2] The important point was in the determination of the values of
    E
    ,
    F
    .
    E
    is the sum of the marks obtained in each design element, classified into four kinds :
    E
    =
    E
    _1+
    E
    _2+
    E
    _3+
    E
    _4. design elements [table]
    E
    _1,
    E
    _2,
    E
    _3,
    E
    _4, these values have the 5 grades, as
    0
    , 1, 2, 3, 4 and
    0
    is given to the design that has no attractive effect or no applicable element. And
    E
    obtain the marks of
    0
    to 9 grades as the sum of them. The values of
    F
    have also 5 grades,
    0
    to 4. The principles to determine the values of
    E
    ,
    F
    are as follows : a) The marks obtained of
    E
    ,
    F
    must be the relative values among the each survey, and at the same time, they must have constancy within the same survey-the same elements of design must win the same marks obtained.
    b
    ) They must be determined as to win the highest multiple correlation coefficient, when they are put into the estimation formula. c) They must be reasonable. In order to justify them, we must carry many researches on the actual condition. The frequency of accurence of each grade of
    E
    ,
    F
    values, as the table 5-4, and 5-5 in the thesis in Japanese.
  • MICHAL TOPOLNICKI
    土質工学会論文報告集
    1990年 30 巻 2 号 103-113
    発行日: 1990/06/15
    公開日: 2008/02/29
    ジャーナル フリー
    A subloading surface constitutive model for clay is developed along a general theory proposed by Hashiguchi (1986). The novel part concerns introduction of a mixed (i.
    e
    . composed of isotropic and deviatoric part) kinematic hardening parameter describing translation of the normalyield surface in the stress space to account for the induced anisotropy of clayey soils. The model is judged by comparisons with the element test data obtained for complex plane strain paths with up to two sharp bends.
  • 小田切 孝人, 田代 眞人
    ウイルス
    2013年 63 巻 2 号 233-240
    発行日: 2013/12/25
    公開日: 2014/10/31
    ジャーナル フリー
  • 矢野 安重, 高橋 令幸, 沢田 証, 杉谷 道朗, 野上 燿三
    秋の分科会予稿集
    1978年 1978.1 巻
    発行日: 1978/09/11
    公開日: 2018/03/22
    会議録・要旨集 フリー
  • 香山 滉一郎, 森下 政夫, 張 国鋒
    粉体および粉末冶金
    2006年 53 巻 5 号 419-429
    発行日: 2006年
    公開日: 2006/12/19
    ジャーナル オープンアクセス
    The phase diagrams of the Ni-Mo-
    B
    and Ni-W-
    B
    ternary systems in the region of less than 50mol%
    B
    were constructed by thermodynamic calculation, based on the data obtained by thermodynamic measurement of the related materials. We found three ternary eutectic points and three or two ternary peritecto-eutectic points as follows:
    E1
    :L (1365K, 71.5mol%Ni-
    6
    .
    0
    mol%Mo-
    22
    .5mol%
    B
    )=(Ni)+
    Ni3B
    +
    NiMo2B2

    E2
    :L (1355K, 62.5mol%Ni-2.5mol%Mo-30.5mol%
    B
    )=
    Ni3B
    +
    Ni2B
    +
    NiMo2B2

    E3
    :L (1445K, 42.
    0
    mol%Ni-30.
    6
    mol%Mo-10.3mol%
    B
    )=(Ni)+NiMo+
    NiMo2B2

    P1:L (1812K, 34.9mol%Ni-42.3mol%Mo-
    22
    .
    8
    mol%
    B
    )+MoB=
    Mo2B
    +
    NiMo2B2

    P2:L (1633K, 42.3mol%Ni-40.4mol%Mo-17.3mol%
    B
    )+Mo=
    Mo2B
    +
    NiMo2B2

    P3:L (1812K, 53.5mol%Ni-33.
    7
    mol%Mo-12.
    8
    mol%
    B
    )+Mo=NiMo+
    NiMo2B2

    E1
    :L (1622K, 51.
    0
    mol%Ni-31.
    6
    mol%W-17.4mol%
    B
    )=(Ni)+W+
    NiW2B2

    E2
    :L (1260K, 71.
    0
    mol%Ni-
    7
    .
    0
    mol%W-
    22
    .
    0
    mol%
    B
    )=(Ni)+
    Ni3B
    +
    NiW2B2

    E3
    :L (1291K, 65.4mol%Ni-4.
    8
    mol%W-29.
    8
    mol%
    B
    )=
    Ni2B
    +
    Ni3B
    +
    NiW2B2

    P1:L (2115K, 23.
    8
    mol%Ni-43.1mol%W-33.1mol%
    B
    )+WB=
    W2B
    +
    NiW2B2

    P2:L (1657K, 48.9mol%Ni-33.1mol%W-18.
    0
    mol%
    B
    )+
    W2B
    =W+
    NiW2B2

    The calculated phase diagrams are expected to be useful for the development of new Ni-based heat-, corrosion- or wear-resistance alloys.
  • SHINJI SASSA, HIDEO SEKIGUCHI
    SOILS AND FOUNDATIONS
    2010年 50 巻 4 号 495-504
    発行日: 2010年
    公開日: 2010/12/21
    ジャーナル フリー
    The paper describes an extension of the computational code LIQSEDFLOW proposed by the authors. The salient features of the code lie in its capability to describe the multi-phased physics of subaqueous sediment gravity flows. Specifically, it combines Navier-Stokes/continuity equations and equations for the advection and hindered settling of grains for a liquefied soil domain, with a consolidation equation for the underlying, progressively solidifying soil domain via a transition layer characterized by zero effective stress and a small yet discernible stiffness. Evolutions of the flow and solidification surfaces are traced as part of the solution using a volume-of-fluid (VOF) technique. The predicted features of the gravity flows of initially fluidized sediments with different concentrations conform to the observed performances in two-dimensional flume tests. The present results demonstrate the crucial role of two-phase physics, particularly solidification, in reproducing the concurrent processes of flow stratification, deceleration, and redeposition in subaqueous sediment gravity flows.
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