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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
  • 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
  • Joey
    B
    . Tanney, Leonard J. Hutchison
    Mycoscience
    2012年 53 巻 1 号 31-35
    発行日: 2012年
    公開日: 2023/03/31
    ジャーナル オープンアクセス

    The ability of Climacodon septentrionalis to immobilize and kill a mycophagous nematode (Aphelenchoides sp.) in vitro is described for the first time. Two isolates produced droplets (20–45 μm in diameter) that formed at the apices of tall, stalked, and branching secretory cells (700–1,500 μm tall). On 2% modified malt extract agar, nematodes became enveloped in the droplets, which restricted their ability to move and resulted in complete immobilization and death within several hours of contact. The rate of decomposition of the nematodes varied considerably, with most individuals persisting for weeks whereas others were degraded within several days and appeared to be colonized by dense hyphal growth. This study provides the first documentation of a non-agaricoid fungus producing secretory cells that are able to immobilize nematodes.

  • 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 (
    3
    a and
    3
    b
    ), and -thiepins (
    4
    a and
    4
    b
    ) were synthesized. Compounds
    4
    a and
    4
    b
    were desulfurized to give a pair of isomeric 2-methylbenzoylcyclohexanes (10a and 10
    b
    ). Deuterated
    4
    a and
    4
    b
    (11a and 11
    b
    ) were prepared starting from butadiene-
    d6
    (12). The stereochemical features of
    3
    a (trans),
    3
    b
    (cis),
    4
    a (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.
  • 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
  • Cbesseredes HORTS
    Journal of Human Ergology
    1982年 11 巻 Supplement 号 429-440
    発行日: 1982/12/15
    公開日: 2011/02/23
    ジャーナル フリー
  • T BAKER,
    C
    . RANGACHARYULU
    日本物理学会講演概要集
    1999年 54.2.1 巻 23pSM-6
    発行日: 1999/09/13
    公開日: 2018/03/04
    会議録・要旨集 フリー
  • A.M. BRITTO,
    C
    . SAVVIDOU, M.J. GUNN, J.R. BOOKER
    土質工学会論文報告集
    1992年 32 巻 1 号 13-25
    発行日: 1992/03/15
    公開日: 2008/02/29
    ジャーナル フリー
    One method currently being considered for the disposal of high level radio-active waste is burial in the seabed. When a hot object is buried in soil, the temperature of the soil adjacent to the object is raised and there is transient heat flow away from the object. The rise in the temperature of the soil causes excess pore pressures to be generated and transient pore water diffusion also takes place. A finite element formulation of the coupled heat flow and consolidation problem is presented. The computer implementation of this formulation is found to compare favourably with analytical solutions based on the same physical principles.
  • 黒川 美貴雄, 糸川 彰, 松本 純一, 福本 吉久, 月原 冨武
    Chemical and Pharmaceutical Bulletin
    1992年 40 巻 9 号 2270-2274
    発行日: 1992/09/25
    公開日: 2008/03/31
    ジャーナル フリー
    11-Amino-
    6
    ,
    6
    a,
    7
    ,
    8
    ,
    9
    , 10, 10a, 11-octahydrodibebenzo[
    b
    ,
    e
    ]thiepines (
    6
    a-d) and -oxepines (
    7
    a-d) were synthesized by the Leuckart reaction of
    6
    ,
    6
    a,
    7
    ,
    8
    ,
    9
    , 10, 10a, 11-octahydro-11-oxodibenzo[
    b
    ,
    e
    ]thiepines (1a,
    b
    )and -oxepines (2a,
    b
    ) followed by hydrolysis of the reaction products
    4
    a-d and
    5
    a-d, respectively. The four diastereomers, cis(
    6
    a-H, 10a-H)-cis(10a-H, 11-H)
    6
    a and
    7
    a, cis(
    6
    a-H, 10a-H)-trans(10a-H, 11-H)
    6
    b
    and
    7
    b
    , trans(
    6
    a-H, 10a-H)-trans(10a-H, 11a-H)
    6
    c
    and
    7
    c
    , and trans(
    6
    a-H, 10a-H)-cis(10a-H, 11-H)
    6
    d and
    7
    d, were isolated and their configurations and conformations were elucidated by chemical methods together with 1H-nuclear magnetic resonance spectroscopic and X-ray crystallographic analyses.
  • 山本 雅史, Abkenar Asad Asadi, 松本 亮司, 根角 博久, 吉田 俊雄, 國賀 武, 久保 達也, 冨永 茂人
    園芸学会雑誌
    2007年 76 巻 1 号 36-40
    発行日: 2007年
    公開日: 2007/03/06
    ジャーナル フリー
    カンキツ主要12種を用いて染色体のクロモマイシン
    A3
    (CMA) 染色を行った.染色体は CMA(+) バンドの有無および位置から
    7
    種類に区分できた.すなわち,CMA(+) を A: 両端および動原体近傍に有する,
    B
    : 一方の端部と動原体近傍に有する,
    C
    : 両端に有する,D: 一方の端部に有する,
    E
    : CMA(+) がない,
    F
    : 動原体近傍に有する,Dst: 付随染色体を有する D 型,である.各種はこれらのうち 2~
    6
    種類の染色体を有し,独自の CMA バンドパターンを示した.
    C
    . medica
    では 2
    B
    +
    8
    D +
    8
    E
    C
    . limon
    では 1
    B
    + 1
    C
    +
    8
    D +
    8
    E
    C
    . aurantifolia
    では 2
    B
    +
    9
    D +
    7
    E
    C
    . aurantium
    では 1A + 1
    B
    + 1
    C
    +
    7
    D +
    8
    E
    C
    . sinensis
    では 2
    B
    + 2
    C
    +
    7
    D +
    7
    E
    C
    . maxima
    では
    3
    A +
    3
    C
    +
    4
    D +
    8
    E
    C
    . paradisi
    では 2A +
    3
    C
    +
    6
    D +
    7
    E
    C
    . ichangensis
    では 2
    B
    + 2
    C
    + 12D + 2
    E
    C
    . latipes
    では 2A +
    5
    C
    +
    8
    D +
    3
    E
    C
    . micrantha
    では 1
    B
    + 11D +
    4
    E
    + 2Dst,
    C
    . macroptera
    では 2
    B
    + 1
    C
    + 11D +
    3
    E
    + 1
    F
    C
    . hystrix
    では
    3
    B
    + 1
    C
    +
    8
    D +
    3
    E
    + 2
    F
    + 1Dst であった.
  • 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.
  • 藤原 東雄, 上 俊二
    土質工学会論文報告集
    1990年 30 巻 1 号 76-86
    発行日: 1990/03/15
    公開日: 2008/02/29
    ジャーナル フリー
    The behavior of the soft clay grounds subjected to repeated loading is different from that subjected to sustained loading. The difference in settlement between these two loading patterns should be due to secondary compression over a long period of time. Consequently, soft clay grounds subjected to repeated loading tend to be more compressible than those subjected to sustained loading. Therefore, it is necessary for engineers to predict post-construction settlements under repeated loading. In this respect, the preloading is considered to be promising as a countermeasure to reduce the settlement of clay under repeated loading as well as under sustained loading. The effect of preloading on post-construction consolidation settlement of soft clay subjected to repeated loading after removal of a part of preload is investigated in the present paper. It has become clear that the settlement of a clay sample after preconsolidation is mainly affected by the amount of preload, the degree of consolidation due to the preload, the amount of permanent load and the amount of repeated load after removal of preload. The calculated settlement versus time relations using a method to estimate the amount of consolidation settlement of soft clay grounds subjected to repeated loading after removal of preloading were compared with the observed degree of consolidation as parameters of the intensities of preload and repeated load.
  • Charles-Henri de NOVION, Paul COSTA
    Journal of Nuclear Science and Technology
    1971年 8 巻 10 号 600-601
    発行日: 1971/10/25
    公開日: 2008/12/19
    ジャーナル フリー
  • 國生 剛治
    地盤工学会論文報告集
    2000年 40 巻 5 号 99-111
    発行日: 2000/10/15
    公開日: 2008/02/29
    ジャーナル フリー
    In view of the significant role of the water film effect in flow failure for a liquefied sandy deposit, the mechanism of water film generation is numerically studied based on a 1-dimensional model test. The process of water film growth and decay can be simulated to a certain extent by a simple consolidation analysis, which indicates that only a small difference in permeability in layered sand is enough for a water film to develop. A 1 G shaking table test for a two-dimensional slope model with an arc of silt within a saturated sand is then addressed to discuss the dilatancy effect exerted in sheared sand during flow failure. It is possible that, once the water film is formed, the transmission of shear stress through it is interrupted, leaving the sand below free from the dilatancy ; this eventually allows the water film to stay without being absorbed during flow failure. The result of another shaking table test for a trapezoidal slope with horizontal silt seams indicate that water films beneath the seams enable the soil mass above them to laterally flow along water films very gently inclined even after shaking. If a silt seam breaks due to excessive pressure in the water film, it triggers re-liquefaction in the upper sand and leads to further instability.
  • 松本 樹典, 武井 正孝
    土質工学会論文報告集
    1991年 31 巻 2 号 14-34
    発行日: 1991/06/15
    公開日: 2008/02/29
    ジャーナル フリー
    Stress wave theory is applied to open-ended pipe piles to clarify the effects of soil plug on the behaviour of piles during driving and static loading. Measured field data and various numerical models are reviewed ; methods are presented to calculate wave propagation in both the pile and the soil plug ; modelling is presented which takes into account the interaction between the soil plug and the pile ; also presented is simplified method to estimate the loadsettlement relation of the pipe pile in static loading. By correlating observed and calculated values in two analytical cases, the authors demonstrate that incorporation of the soil plug (modelled as a series of masses and springs) is required to correctly predict pile behaviour during driving and static loading.
  • Yasuhiro SUGIMOTO, Kazuma SAKATOH
    IEICE Transactions on Electronics
    2013年 E96.C 巻 6 号 867-874
    発行日: 2013/06/01
    公開日: 2013/06/01
    ジャーナル 認証あり
    Circuit techniques to enhance the linearity of input-voltage-to-current (V/I) conversion and to increase the output impedance of a current source by compensating for the low intrinsic gain of a transistor were introduced to realize a high-frequency operational transconductance amplifier (OTA) for a low supply voltage using sub-100-nm CMOS processes. Applying these techniques, a MOS
    7
    th-order Gm-
    C
    linear-phase low-pass filter (LPF) was realized using a 65nm CMOS process. A simplified biquad LPF that can serve as a component of a
    7
    th-order LPF was newly developed by replacing OTAs with resistors. As a result, the -
    3
    dB frequency bandwidth, group delay ripple,
    3
    rd-order distortion, and
    3
    rd-order input intercept point (IIP
    3
    ) were 200MHz, 2.2%, ≤ -55dB with a 100MHz input, and +10.
    3
    dBm, respectively, all with a ±0.1Vp-p input signal at each input terminal in the pseudodifferential configuration. The LPF including an output buffer dissipated 60mW in the case of a 1.2V supply. Wide spurious-free dynamic range (SFDR) characteristics were confirmed up to high frequencies.
  • 善 功企, /, 大山 巧, TAKUMI OHYAMA
    地盤工学会論文報告集
    1998年 38 巻 2 号 37-47
    発行日: 1998/06/15
    公開日: 2008/02/29
    ジャーナル フリー
    The mechanism of wave-induced instability in a permeable seabed have been studied for more than two decades. The distinction between shear failure and liquefaction, however, has not been clearly defined. This paper presents a fundamental study on the differences in two failure modes for a fully saturated seabed of both finite and infinite thickness. The wave-induced effective stresses and pore pressure, obtained from an analytical solution of Biot's pore-elastic consolidation theory, were employed to examine the failure modes under a two-dimensional plane strain condition. A case study is presented to examine the failure modes with respect to several parameters, such as excess pore pressure, seepage flow, seepage force, failure areas and stress path in the seabed. The conclusions obtained from this study were as follows ; (1) the thickness of a permeable seabed affects the pore pressure and effective stress response to ocean waves and the failure mode of the seabed, (2) either a liquefaction or shear failure, or both, occur in the seabed, even in the saturated seabed, (
    3
    ) the Mohr-Coulomb's failure criterion, when combined with elastic stresses, can not be employed to estimate the liquefaction failure in the seabed, (
    4
    ) the liquefaction can be evaluated by a criterion in terms of the excess pore pressure, (
    5
    ) The liquefied zone in the seabed is significantly different from the shear failure zone. The shape beneath the seabed surface for the former is almost identical to the contour where the upward seepage flow is concentrated.
  • 琴尾 幸徳, 石川 成実, 田辺 順子, 御園 生尭久
    日本化学会誌(化学と工業化学)
    1980年 1980 巻 9 号 1391-1396
    発行日: 1980/09/10
    公開日: 2011/05/30
    ジャーナル フリー
    Nアルキル
    3
    ,
    4
    :
    9
    ,10-ペリレンテトラカルボン酸モノアンヒドリド=モノイミド[
    4
    a~
    e
    ]と芳香族アミン(アニリン,p-トルイジン,p-アニシジン,
    3
    ,
    5
    -キシリジン,
    4
    -アミノナゾベンゼン,およびo-フェニレンジアミン)を縮合して非対称型
    3
    ,
    4
    :
    9
    ,10-ペリレンビス(ジカルボキシミド)誘導体-N-アルキル-N'-アリール-
    3
    ,
    4
    :
    9
    ,10-ペリレンビス(ジカルボキシミド)(〔
    5
    a~
    e
    〕,〔
    6
    a~
    e
    〕,〔
    7
    a~
    e
    〕,〔
    8
    a~
    e
    〕,〔
    9
    a~
    e
    〕,および〔10a~
    b
    〕)を合成した. これらの各誘導体はすべて赤色系の色相を示し, 顔料試験の結果N-ブチル-N'-アリール-
    3
    ,
    4
    :
    9
    ,10-ペリレンビス(ジカルボキシミド)(たとえば〔
    5
    e
    〕や〔
    6
    e
    〕)がとくにすぐれた耐光性を示した.
  • 鍛治 健司, 葛谷 昌之 /, RAYMONDN. CASTLE
    Chemical and Pharmaceutical Bulletin
    1970年 18 巻 1 号 147-156
    発行日: 1970/01/25
    公開日: 2008/03/31
    ジャーナル フリー
    2-Benzyl-
    4
    -chloro-
    5
    -mercapto-
    3
    (2H)-pyridazinone (1) was heated in ethanol under reflux for 10 hours to form concurrently 2,
    7
    -dibenzyldipyridazo [
    4
    ,
    5
    -
    b
    :
    4
    ',
    5
    '-
    e
    ]-1,
    4
    -dithiin-1,
    6
    (2H,
    7
    H)-dione (Ia) (57% in yield) and 2,
    8
    -dibenzyldipyridazo [
    4
    ,
    5
    -
    b
    :
    4
    ',
    5
    '-
    e
    ]-1,
    4
    -dithiin-1,
    9
    (2H,
    8
    H)-dione (IIa) (14% in yield). Assignment of the two products to the corresponding structures is established by their physico-chemical constants and chemical behaviors. The concurrent formation of the dipyridazo [
    4
    ,
    5
    -
    b
    :
    4
    ',
    5
    '-
    e
    ]-1,
    4
    -dithiin-1,
    6
    (2H,
    7
    H)-dione and the -1,
    9
    (2H,
    8
    H)-dione were observed in, not only heating
    4
    -chloro-
    5
    -mercapto-
    3
    (2H)-pyridazinones (1-
    3
    ) in polar solvent, but warming
    4
    -mercapto-
    5
    -chloro-
    3
    (2H)-pyridazinones (
    4
    -
    6
    ) in the presence of potassium carbonate in DMF. For the interpretation of the reaction, keto-thioketo carbenes as active intermediate species and a reversible interconversion among them are suggested on the basis of the fact that there was nonexistence of an equilibrium between the two compounds, such as Ia and IIa, under the reaction condition and a trapping keto-thioketo carbene species as 2-phenylimino-
    5
    -benzylpyridazo [
    4
    ,
    5
    -d]-1,
    3
    -dithiol-
    4
    (
    5
    H)-one (IVa) (14% in yield) along with the major products, (Ia) and (IIa), was furnished by warming 1 with phenylisothiocyanate in the presence of triethylamine in dry benzene. On the contrary, participation of a reversible interconversion between Ia and IIa, to a considerable extent, with the concurrent formation of them in the case of benzylation of either Ib or IIb, by warming with benzylchloride in the presence of potassium carbonate in DMF at 80°, might not be neglected, because an attempted approach to an equilibrium between Ia and IIa in a similar reaction condition except the use of benzylchloride realized, whereas non-existence of an equilibrium between Ib and IIb in the similar reaction condition was observed.
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