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  • 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.

  • 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.
  • 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.
    5
    mol%Ni-6.
    0
    mol%Mo-
    22
    .
    5
    mol%
    B
    )=(Ni)+
    Ni3B
    +
    NiMo2B2

    E2
    :L (1355K, 62.
    5
    mol%Ni-2.
    5
    mol%Mo-30.
    5
    mol%
    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.
    4
    mol%Mo-17.3mol%
    B
    )+Mo=
    Mo2B
    +
    NiMo2B2

    P3:L (1812K, 53.
    5
    mol%Ni-33.
    7
    mol%Mo-12.
    8
    mol%
    B
    )+Mo=NiMo+
    NiMo2B2

    E1
    :L (1622K, 51.
    0
    mol%Ni-31.6mol%W-17.
    4
    mol%
    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.
    4
    mol%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.
  • 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.
  • 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.
  • 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.
  • 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
  • 東畑 郁生, PRASAD S.K., 本多 剛, CHANDRADHARA G.P.
    地盤工学会論文報告集
    2002年 42 巻 4 号 77-88
    発行日: 2002/08/15
    公開日: 2008/02/29
    ジャーナル フリー
    The Gujarat earthquake in India occurred in January, 2001, and caused significant damage in the province of Gujarat. The Japanese Geotechnical Society sent a small reconnaissance team to the damaged region after the quake. The present text presents the report from this activity. The major attention of the team was focused on geotechnical aspects of the damage which were related to earthfill dams and harbor land fills. It was found that a significant portion of damage was concentrated in fills resting on soft natural soils. Swedish weight soundings which were conducted at two places demonstrated the existence of such a soft subsoil. From this, it was concluded that amplification of earthquake shaking as well as the permanent deformation in the soft foundation soil induced such kinds of damage as subsidence, cracking, and lateral spreading in overlying artificial fills. For the better seismic resistance of those affected fills during future earthquakes, the improvement of soft subsoil seems essential.
  • 蒋 通, 栗林 栄一
    土質工学会論文報告集
    1988年 28 巻 1 号 56-64
    発行日: 1988/03/15
    公開日: 2008/02/29
    ジャーナル フリー
    The boundary element method expanded in frequency domains is presented to analyze the dynamic interaction between an embedded flexible rectangular foundation and soil with consideration of the obliquely incident waves. Numerical results describing the influence of the flexibility of the foundation on the dynamic responses of the foundation due to obliquely incident waves indicate that the flexibility of actual foundations can diminish the reduction of translation responses and increase the rotational responses in the high frequency range. These phenomena are more conspicuous as the embedment ratio is larger and the value of the wave velocity ratio of the soil and the foundation approaches to unity. When the high frequency components of the input ground motion are important and the basement has higher flexibility (for example 2vs/1vs >
    0
    .
    4
    ), the analysis method which considers the basement as a rigid foundation may lead to unsafety estimations and the estimation of the flexibility of the foundation is necessary as analysing the effective input motion with consideration of the incident waves.
  • 山田 善一, 野田 茂
    土質工学会論文報告集
    1988年 28 巻 1 号 143-152
    発行日: 1988/03/15
    公開日: 2008/02/29
    ジャーナル フリー
  • 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.
  • 栗原 拓史, 寺田 達也, 里田 成代, 米田 龍司
    Chemical and Pharmaceutical Bulletin
    1986年 34 巻 7 号 2786-2798
    発行日: 1986/07/25
    公開日: 2008/03/31
    ジャーナル フリー
    Reaction of 1, 1-dimethylindene-3-carbonyl chloride (9), prepared from 3, 3-dimethylindanone (
    5
    ) via a four step sequence, with ethyl 3-(N-tert-butoxycarbonyl-N-methyl)aminopropionate (14)or its 2-methyl derivative (15) in the presence of lithium diisopropylamide (LDA) gave the β-keto esters (16 and 17). De-tert-butoxycarbonylation of 16 followed by treatment with sodium bicarbonate did not give 12, while 17 afforded the cyclized β-keto ester (19) in good yield. Sodium borohydride reduction of 19 followed by treatment with methanesulfonyl chloride gave the mesylate (21), which was reacted with 1,
    8
    -diazabicyclo[
    5
    .
    4
    .
    0
    ]-
    7
    -undecene (DBU) to give the unsaturated ester (
    22
    ). By analogous reaction sequences, the diethylamide derivative (2) was synthesized in moderate yield. Reaction of the β-keto ester (16) with diethyl phosphorochloridate in the presence of LDA gave the enolphosphate (30), which was converted to the unsaturated esters (31a and 31
    b
    ) in good yields. However, dephosphorylation of 31 failed. Sodium borohydride reduction of 16 gave the alcohol (33), which was converted to the diene ester (34) or the mesylate (36). These were successfully converted to the ethyl 1, 2, 3, 9a-tetrahydro-9H-indeno[2, 1-
    b
    ]pyridine-3-carboxylates (32s and 32
    b
    ), which were found to exist in an equilibrium mixture, in excellent yields, respectively. The stereochemistry of some of the key intermediates and of the target compounds is discussed.
  • 栗原 拓史, 寺田 達也, 米田 龍司
    Chemical and Pharmaceutical Bulletin
    1986年 34 巻 1 号 442-443
    発行日: 1986/01/25
    公開日: 2008/03/31
    ジャーナル フリー
    A new and simple synthesis of (±)-lysergic acid from the aldehyde (
    5
    ___-)is described involving aldol condensation with 3___- in the presence of LDA as a key reaction.
  • CHAIM J. PORAN, KINGSEN HEH, JORGE A. RODRIGUEZ
    土質工学会論文報告集
    1992年 32 巻 4 号 81-92
    発行日: 1992/12/15
    公開日: 2008/02/29
    ジャーナル フリー
    The paper presents results from an extensive experimental model study of response of dry sand to impact of a rigid tamper. In the laboratory tests a circular steel tamper was repeatedly dropped on sand contained in a large tank. Measurements included tamper acceleration aud soil pressure at impact, tamper settlement, aud soil densities and strains. Effects of tamper drop height, weight and contact area were investigated. A method is presented for the evaluation of global dynamic stiffness of the soil mass affected by the impact by calculating a dynamic settlement modulus (DSM). The DSM values are determined from integration of the impact acceleration record with respect to time using measured integration constants. DSM values show good correlation to soil densities and corresponding elastic moduli obtained from laboratory tests for loose sand. However, for dense sand, results indicate apparent discrepancies between elastic modulus and the higher DSM values. Analyses of normalized impact energy and the resulting densification in the sand in terms of normalized dimensions of volumetric strain (relative density) contours show unique correlations which are used for a proposed rational design method for dynamic compaction in dry sandy soils.
  • 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.
  • Özkan ASLANTAŞ, Ebru Şebnem YILMAZ
    Journal of Veterinary Medical Science
    2017年 79 巻 6 号 1024-1030
    発行日: 2017年
    公開日: 2017/06/16
    [早期公開] 公開日: 2017/04/27
    ジャーナル フリー

    This study aimed to determine the prevalence of fecal carriage of extended spectrum β-lactamase (ESBL) and/or plasmidic AmpC β-lactamase (pAmpC) producing Escherichia coli among dogs (n=428) in Turkey. Polymerase chain reaction (PCR) and sequencing were used to characterize genes encoding β-lactamase and plasmid mediated quinolone resistance (PMQR). Antimicrobial susceptibility testing and PCRs for virulence genes and phylogenetic groups were also performed. Cefotaxime resistant

    E
    . coli isolates were detected in 95 (
    22
    .2%) of the swab samples. Sequencing analysis results showed occurrence of various β-lactamase genes: blaCTX-M-15 (62), blaTEM-
    1b
    (42), blaCMY-2 (
    22
    ), blaCTX-M-3 (16), blaCTX-M-1 (15), blaOXA-1 (9) and blaSHV-12 (3) alone or in combination. The most frequently encountered phylogenetic group was group A1 (35.
    8
    %), followed by group D2 (
    22
    .1%),
    B
    1 (15.
    8
    %), D1 (9.
    5
    %),
    A0
    (
    7
    .
    4
    %),
    B22
    (
    5
    .3%) and
    B23
    (
    4
    .2%), respectively. PMQR genes, aac(6’)-Ib-cr, qnrS1 and qnrB10 were detected in 25.3, 10.
    5
    and 1.1% of the isolates, respectively. While all isolates were susceptible to imipenem and amikacin, resistance rates to non-β-lactam antibiotics ranged from 20.
    0
    % for tobramycin to 56.
    8
    % for tetracycline. The virulence genes were only detected in 34 (36.2%) of the isolates and this isolates carried single or various combination of virulence genes of iucD, papC, papE, f17a-A and eaeA. Four isolates were identified as human virulent pandemic CTX-M-15 producing
    E
    . coli
    clone O25
    b
    :ST131/
    B
    2. To the best of our knowledge, this is the first study to show fecal carriage of ESBL/pAmpC type β-lactamase producing
    E
    . coli
    isolates among dogs in Turkey.

  • 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.
  • 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
    ).
  • 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.
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