詳細検索結果
以下の条件での結果を表示する: 検索条件を変更
クエリ検索: %22%E8%8B%97%E7%94%B0%E7%94%BA%22
4,851,009件中 1-20の結果を表示しています
  • 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.

  • 松下 秀鶴, 嵐谷 奎一, 小谷野 道子
    大気汚染研究
    1976年 11 巻 4 号 252-259
    発行日: 1977/01/20
    公開日: 2011/08/11
    ジャーナル フリー
    This paper discribes a sample method for determining polynuclear aromatic hydrocarbons (PAH) in soil, This method consists of the following procedures. Soil samples are passed thruogh a screen of 28 mesh for removing fine stands and rubbish. PAH in the soil samples are extracted with 150 ml of benzene for
    8
    hours by with Soxhlet's appratus. The extracted benzene solution is then evaporated to dryness at low temperture (ca. 40°C) by a rotary evaporator. The residue is dissolved in a small volume of benzene. PAH in the benzene solution are separated into each component with one-dimensional dual band thinlayer chromatography [Thin-layer plate; Kieselguhr G (2×20, cm)-(26% Acetylated cellulose + Cellulose D-
    0
    ) (95: 5, w/w, 16×20, cm), Developer; Ethanol-Ether-Water (4: 4: 1, v/v) for the 1st development, Methanol-Ether-Water (4: 4: 1, v/v) for the 2nd development]. Each PAH spot separated on the thinlayer is scraped off into a small centrifugal-tube. After adding 4 ml of dimethyl sulfoxide (DMSO) into a tube, ultra sonic extraction is carried out for 10 minutes in order to completely dissolve PAH into DMSO. This DMSO solution is centrifuged for 5 minutes. PAH in the supernatant is identified by comparison of its fluorescence and excitation spectra with those of standard PAH solution and determined spectrofluorometrically by narrow base line method. The accuracy of this method was high and stable. For example, recovery and its coefficient of variation was
    97
    .2% and 1.01% for pyrene, 96.
    7
    % and 1.58% for benz (a) anthracene, 95.
    7
    % and 2.06% for benzo (a) pyrene, and
    94
    .3% and 1.58% for benzo (ghi) perylene.
    Authors applied this method to the analysis of PAH in soil, and 11 PAH were identified. They were pyrene, fluoranthene, chrysene, anthanthrene, benzo (
    b
    ) fluoranthene, benz (a) anthracene, benzo (a) pyrene, perylene, benzo (
    e
    ) pyrene and benzo (ghi) perylene. The identified PAH except benzo (
    b
    ) fluoranthene were also determined quantitatively. Benzo (a) pyrene contents in soils in urban areas were much higher than those in soils in rural areas. The contents were 53-4930 ppb in urban area and
    0
    .07-11 ppb in rural area. Benzo (a) pyrene contents in urban soils were higer in winter as compared with those in summer. PAH contents in soils which were sampled in Yotsuyakamimachi, Kawasaki-shi a heavy air pollution area in winter of 1973 were ranged from 3.33 to 65.
    0
    ppm for pyrene, from 3.09 to 70.
    7
    ppm for fluoranthene, from 1.02 to 24.
    8
    ppm for chrysene, from
    0
    .44 to 10.
    8
    ppm for benz (a) anthracene, from
    0
    .
    94
    to
    22
    .1 ppm for benzo (a) pyrene, from
    0
    , 29 to
    8
    .
    94
    ppm for benzo (k) fluoranthene, from
    0
    .20 to 4.95 ppm for perylene, from
    0
    .30 to 10.4 ppm for benzo (
    e
    ) pyrene, from
    0
    .12 to 2.78ppm for anthanthrene, and from
    0
    .
    94
    to 14.9 ppm for benzo (ghi) perylene. These findings suggest strongly the fact that soils in urban area are polluted by PAH including carcinogenic benzo (a) pyrene.
  • 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.
  • 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.
  • 野沢 出, 中山 久代, 橋本 かおり, 今村 俊一, 久松 建一, 村上 嘉彦
    Equilibrium Research
    1994年 53 巻 3 号 354-360
    発行日: 1994年
    公開日: 2009/10/13
    ジャーナル フリー
    We previously reported that orthostatic dysregulation (OD) was relatively common in normal young females and that the Schellong test was a useful, practical procedure in the diagnosis of this condition.
    We carried out a survey and analyzed date from both the Yatabe-Guiford Personality test (Y-G test) and the Cornell Medical Index-Health Questionnaire (CMI) in 167 females aged 18 to 24 years (mean age =19.
    7
    years). OD was confirmed in 38 and suspected in 32; the remaining
    97
    were considered to be normal from the results of the Questionnaire for OD.
    Of the 167 young females, 33 (19.
    8
    %) were type A in the Y-G test, 38 were type
    B
    (
    22
    .
    8
    %), 27 type C (16.1%), 52 type D (31.1%) and 17 type
    E
    (10.2%). Reports in the literature indicate that individuals with type
    B
    and type
    E
    Y-G results are apt to have mental and/or emotional “instability”. Of the
    97
    normal subjects, 28 were type
    B
    or type
    E
    (28.
    8
    %), of those with confirmed OD the number was 17 (44.
    7
    %) and of those with suspected OD it was 10 (31.2%). The difference between the normal subjects and those with confirmed OD was significant. Of 132 individuals with CMI types I and II 34 (25.
    8
    %) were Y-G types
    B
    and
    E
    and of 35 individuals with CMI type III and IV 21 (60%) were Y-G types
    B
    and
    E
    .
    These results suggest that there may be some correlation between OD and emotional and/or psychosomatic instability. Further studies on the practical implications of these testing procedures are necessary for the evaluation of individuals with OD.
  • 安田 進, 陶野 郁雄
    土質工学会論文報告集
    1988年 28 巻 2 号 61-72
    発行日: 1988/06/15
    公開日: 2008/02/29
    ジャーナル フリー
    The Nihonkai-chubu Earthquake, with a magnitude of
    7
    .
    7
    , occurred on May 26, 1983 in northwest Japan and produced liquefaction sites in the coastal plain of Akita and Aomori Prefectures. About one month later, the maximum aftershock, with a magnitude of
    7
    .1, again induced liquefaction at several sites in Aomori Prefecture. The authors surveyed the affected area and discovered almost ten reliquefaction sites. Initial liquefaction at these sites had not occurred solely because of the main shock of the Nihonkai-chubu Earthquake. Initial liquefaction at some sites was attributable to the Niigata Earthquake in 1964, the Tokachi-oki Earthquake in 1968, and other earlier earthquakes. Although it had earlier been thought that the occurrence of reliquefaction would be improbable, the authors' investigation shows that reliquefaction occurs frequently, even when the acceleration caused by a later earthquake was less than that caused by a former earthquake. It can therefore be said that a site liquefied by an earthquake can be reliquefied by a subsequent earthquake.
  • FRANÇOIS LE GOFFIC, FRÉDÉRIC TANGY, BERNARD MOREAU
    The Journal of Antibiotics
    1979年 32 巻 12 号 1288-1292
    発行日: 1979年
    公開日: 2006/04/12
    ジャーナル フリー
    A sample of [3H] tobrarnycin (5, 000 Ci/Mole) has been synthetized and incubated with
    the bacterial ribosome and its subunits. The results obtained show that this antibiotic has
    two types of binding sites. The primary one is probably responsible for the inhibition of
    protein synthesis whereas the secondary one is probably related to the misreading and reading
    tiirough of the messenger RNA.
  • Yong WANG, Tsuyoshi HONMA, Yoshihiro DOI, Yukio HINATSU, Takayuki KOMATSU
    Journal of the Ceramic Society of Japan
    2013年 121 巻 1410 号 230-235
    発行日: 2013/02/01
    公開日: 2013/02/01
    ジャーナル フリー
    Ferroelastic β′-Gd2(MoO4)3 and β′-Eu2(MoO4)3 crystals were synthesized through the crystallization of 21.25Gd2O3–63.75MoO3
    15B2O3
    glass and
    22.5Eu2O3
    –47.5MoO3
    30B2O3
    glass, respectivelty, and their magnetism and photoluminescence properties were examined. It was demonstrated from the temperature dependence of the magnetic susceptibility and specific heat down to T = 1.
    8
    K that the magnetic state of Gd3+ ions in the crystallized samples, i.
    e
    ., in the β′-Gd2(MoO4)3 crystals and the residual glasses, is paramagnetic and any magnetic interaction is not formed among Gd3+ ions down to T = 1.
    8
    K, i.
    e
    ., the effective magnetic moment of µeff =
    7
    .
    94
    µB and Weiss constant of θ = –
    0
    .3 K. Photoluminescence (PL) of Eu3+ ions was clearly observed in the crystallized samples, although the melt-quenched glass did not show any photoluminescence. The present study proposes that the concentration quenching among Eu3+ ions in β′-Eu2(MoO4)3 crystals is small and β′-RE2(MoO4)3 crystals would be good hosts for PL emissions of RE3+.
  • 井合 進, 森田 年一, 亀岡 知弘, 松永 康男, 安彦 和之
    土質工学会論文報告集
    1995年 35 巻 1 号 115-131
    発行日: 1995/03/15
    公開日: 2008/02/29
    ジャーナル フリー
    In the 1993 Kushiro-oki Earthquake of Richter magnitude
    7
    .
    8
    , simultaneous recording of earthquake motions was successfully made at the ground surface and at a depth of 77 meters in a dense saturated sand deposit. The peak horizontal acceleration was
    0
    .47 g on the ground surface and
    0
    .21 g at a depth of 77 meters. The acceleration record at the ground surface showed a distinctive ground response, which consisted of a cyclic motion having a period of about 1.5 seconds overlain by a spike at each peak of the motion. In order to study the mechanism of this peculiar ground response, effective stress analysis was conducted on the dense saturated sand deposit. The model used for this study was a strain space multiple mechanism model, which takes into account the effect of principal stress axis rotation. The recorded earthquake motion at a depth of 77 meters was used as the input earthquake motion for the analysis. Sampling after in-situ freezing was done in order to evaluate the properties of the sand. The results of the analysis indicated that the observed ground response was due to the effect of dilatancy of sand, which plays a significant role in the response of the dense saturated sand deposits during strong earthquake motions.
  • 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, 6a,
    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.
  • 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.
  • 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-30.6mol%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-31.6mol%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.
  • 金谷 守, 河井 正, 栃木 均
    地盤工学会論文報告集
    2001年 41 巻 6 号 79-96
    発行日: 2001/12/15
    公開日: 2008/02/29
    ジャーナル フリー
    In this paper, centrifuge shaking table tests were conducted in order to understand the performance of seawalls during a seismic event. The model tests showed that the displacement of the caisson was much affected by the seaward shear deformation of the sand seabed beneath it during shaking. It was also confirmed that an armored embankment played an important role in the displacement of the caisson during shaking. Based on these test results, a two-dimensional DEM-FEM coupled analysis method was newly developed to numerically predict the deformation of seawalls covered with armored embankments during earthquakes. The movements of the armor units were calculated by DE analysis and deformations of the caisson, rubble mound, sand seabed and backfill were calculated by FE analysis considering the non-linearity of the soil materials based on the effective stress. Dynamic interaction was taken into account by delivering the nodal displacements of the finite elements or the nodal forces converted from the contact forces through the imaginary distinct elements defined at the boundaries between the DE and FE domain. The applicability of this method to the prediction of the deformation of seawalls was verified through numerical simulations of the centrifuge model test.
  • 本城 勇介, 岩本 悟志, 杉本 三千雄, 鬼丸 貞友, 吉澤 睦博
    地盤工学会論文報告集
    1998年 38 巻 1 号 131-143
    発行日: 1998/03/15
    公開日: 2008/02/29
    ジャーナル フリー
    Seismic records obtained from a seismometer array located in downtown Tokyo Japan for about ten years were inversely analyzed to estimate the dynamic soil parameters. Due to the illposed nature of the problem, the simple and often used "least square method" does not properly estimate the parameters. The Extended Bayesian Method combined with the Akaike Bayesian Information Criterion was introduced to overcome this difficulty. The results obtained were compared with dynamic triaxial test results obtained at the time of the seismometer installation. The shear moduli agree quite well with the estimated results, however the damping ratios estimated are slightly higher than the ones obtained in the laboratory.
  • 関口 秀雄, 大槇 正紀
    土質工学会論文報告集
    1992年 32 巻 3 号 144-155
    発行日: 1992/09/15
    公開日: 2008/02/29
    ジャーナル フリー
    This paper concerns the stability against overturning of the caissons on rubble mound subjected to wave loading. A theoretical discussion is first made of the stability of a leaning caisson during wave loading, as a single degree-of-freedom system. The expression for the lower bound of driving moments sufficient to overturn a given caisson is derived. A review is then made of the damages induced to a composite breakwater, which consisted of two adjoining Stretches
    B
    and C with slightly different sizes of caissons. Attention is called for the observation that most of the caissons in Stretch
    B
    were overturned, whereas no caissons in Stretch C were brought into overturning. This fact is examined in detail in the light of the theory of overturning, making it possible to estimate the destructive wave heights that are compatible with the observed patterns of damage in Stretches
    B
    and C of the composite breakwater.
  • 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.
  • 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 11.96cm (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 (2.03-6.96cm)
    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
    ).
  • 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.
  • 松尾 喜久男, 上本 騏一
    衛生動物
    1962年 13 巻 4 号 248-252
    発行日: 1962/11/30
    公開日: 2016/09/05
    ジャーナル フリー
    1. ケブカクロバエを28.
    0
    〜34.5℃, 20.3〜26.
    0
    ℃, 13.
    0
    〜19.
    8
    ℃,
    7
    .
    0
    〜13.
    0
    ℃, 2.
    0
    7
    .
    0
    ℃の5種の恒温下で飼育し, 卵期, 幼虫期, 蛹期, 成虫期の発育状態について観察した.2. 28.
    0
    〜34.
    0
    ℃域では卵の孵化率は低下し, たとえ孵化しても, これらの幼虫は成虫にまで生育せず斃死した.3. 3.
    0
    〜13.
    0
    ℃域では幼虫は成虫にまで生育するが羽化した成虫は産卵しなかつた.4. 本種が卵, 幼虫, 蛹, 成虫の全生涯を全うし得る温度域は13.
    0
    〜26.
    0
    ℃であつた.5. 以上の結果に基き本種の自然界における越冬および越夏の態度について考察した.
  • 安原 一哉, 村上 哲, 豊田 紀孝 /, ADRIAN F.L. HYDE
    地盤工学会論文報告集
    2001年 41 巻 6 号 25-36
    発行日: 2001/12/15
    公開日: 2008/02/29
    ジャーナル フリー
    Based on the methods previously presented by the authors (Yasuhara et al., 1992, 1994, 1996) for predicting the degradation in strength and stiffness of soft clays in the course of cyclic loading, a methodology has been developed to estimate the cyclic loading-induced settlements. The method also includes not only immediate settlements but also post-cyclic long-term settlements due to dissipation of cyclically induced excess pore pressures in soft soils. The simplified formulae included in the proposed methodology are given as functions of the amplitude of cyclic-induced excess pore pressure normalized by the confining pressure, u/p'c, plasticity index Ip and factor of safety against bearing capacity failure, Fs. The calculations of cyclic-induced settlements were conducted for soft soil deposits with different index and geotechnical properties. The results calculated using the proposed methodology are presented in the form of a design chart to give the settlement versus normalized excess pore pressure ratio relations including the effects of the plasticity index and safety factor for bearing capacity. An example of the calculated results using the proposed procedure for the earthquake-induced settlements of embankments founded on soft clay, is presented to demonstrate the practicality of the method for design at fields.
feedback
Top