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  • 東坂 諒哉, 城 克己, 林 侑加子, 津村 ゆかり
    日本法科学技術学会誌
    2023年 28 巻 2 号 197-203
    発行日: 2023年
    公開日: 2023/07/31
    [早期公開] 公開日: 2023/04/20
    ジャーナル フリー

     The stability of

    Δ9
    ‒tetrahydrocannabinol acetate (
    Δ9
    ‒THC‒OAc) and
    Δ8
    ‒tetrahydrocannabinol acetate (
    Δ8
    ‒THC‒OAc) in
    e
    -liquid during storage was investigated.
    Δ9
    ‒THC‒OAc liquids in cartridges were stored at 80℃ or 30℃ for 28 days. The relative concentrations of cannabinoids in the liquids were measured by gas chromatography with flame ionization detection.
    Δ9
    ‒THC‒OAc decreased during storage at either temperature.
    Δ9
    ‒THC, a minor impurity, also decreased.
    Δ8
    ‒THC‒OAc liquid in a cartridge was stored at 80℃ for 57 days. The concentration of
    Δ8
    ‒THC‒OAc and
    Δ8
    ‒THC, a minor impurity, did not change during that time. Cannabinol acetate increased in all liquids, and unknown products were also detected by gas chromatography/mass spectrometry (GC/MS). The
    Δ9
    ‒THC‒OAc and
    Δ8
    ‒THC‒OAc liquids were subjected to GC/MS to detect representative diluents, glycerol, propylene glycol, and polyethylene glycol 400, but none of these were detected.

  • LIVIO SIROVICH
    地盤工学会論文報告集
    1996年 36 巻 4 号 23-34
    発行日: 1996/12/15
    公開日: 2008/02/29
    ジャーナル フリー
    Repetitive liquefactions in angular and subangular gravels from an alluvial fan, in the case of two earthquakes with accelerations lower than that of a former which had caused liquefaction some months before, are described. The liquefaction took place from the surface, down to a depth of approximately 10 m. Water laden with sediments spouted out for some tens of minutes after the strong motion ceased. Knowledge of the grain size distribution of the sediments inside the body of the alluvial fan roughly defines the areas of the fan prone to future liquefaction. Non-repetitive liquefaction in overconsolidated fine fluvio-lacustrine sand of glacial origin at the unusual depth of 14 m to 16 m is also described. From the observation of sand lifted up for 10 m inside a large diameter well, and of that which spouted out from several microvents, it was estimated that extra-pore pressure was close to lithostatic conditions. Nevertheless, modeling of intrinsic pore pressure buildup on the DESRA
    2
    programme gives lower values than the experimental one. Geotechnical characteristics of the 12 m-thick sandy stratum indicate that the upper part is unusually soft, either due to water circulation or past repetitive liquefactions which prevented reconsolidation. It is suggested that excess pore pressure generated by the earthquake was also due to redistribution of pressure from adjacent sediments.
  • Suguru TAKATSUTO, Kiyomi KOBAYASHI, Tsuyoshi WATANABE, Hiroki KURIYAMA, Tokuo FURUSE
    Agricultural and Biological Chemistry
    1988年 52 巻 12 号 3217-3218
    発行日: 1988年
    公開日: 2006/04/05
    ジャーナル フリー
  • 辻川 健治, 川上 貴大, 荒木 渉, 佐藤 高広, 伊藤 さよ, 和泉 要, 保戸田 滉樹, 岩田 祐子
    日本法科学技術学会誌
    2023年 28 巻 2 号 145-157
    発行日: 2023年
    公開日: 2023/07/31
    [早期公開] 公開日: 2023/04/20
    ジャーナル フリー

     We examined the stability of

    Δ9
    -tetrahydrocannabinol acetate (
    Δ9
    -THC-OAc) and
    Δ8
    -tetrahydrocannabinol acetate (
    Δ8
    -THC-OAc) in
    e
    -liquid products. Eight samples were heated at 30℃ for 28 days and one of them was heated at 70℃ for
    2
    , 4,
    8
    , 10, and 15 days. Residual ratios of
    Δ9
    -THC-OAc and
    Δ8
    -THC-OAc were evaluated by gas chromatography with flame ion detection and their degradation products were examined by gas chromatography/mass spectrometry (GC/MS). Some samples were tested for solubility in hexane and were submitted to GC/MS analysis to detect propylene glycol and glycerol. After a 28-day incubation at 30℃,
    Δ9
    -THC-OAc was slightly decomposed (residual ratio: 84.
    5
    –94.
    2
    %) but
    Δ8
    -THC-OAc was almost stable (residual ratio: 95.
    2
    –108.
    9
    %). Heating at 70℃ decomposed not only
    Δ9
    -THC-OAc but also
    Δ8
    -THC-OAc. The decomposition proceeded rapidly in the initial
    2
    days then slowly until 15 days later. The degradation products, four putative one-oxygen-atom adducts and cannabinol, were detected but deacetylated products (
    Δ9
    -tetrahydrocannabinol and
    Δ8
    -tetrahydrocannabinol) were not detected. All the samples tested were completely dissolved in hexane differently from propylene glycol and glycerol. Propylene glycol and glycerol were not detected from the samples completely dissolved in hexane. This study indicated that deacetylation of
    Δ9
    -THC-OAc and
    Δ8
    -THC-OAc did not proceed when the sample did not contain propylene glycol and glycerol.

  • / 鵜飼 恵三, KEIZO UGAI
    地盤工学会論文報告集
    1998年 38 巻 3 号 201-207
    発行日: 1998/09/15
    公開日: 2008/02/29
    ジャーナル フリー
    A comparative study of the static and dynamic response of a slope is carried out, using the large deformation theory of the updated Lagrangian formulation and the conventional infinitesimal theory. In the static analysis, a strength reduction method proposed by one of the authors is used to evaluate the safety factor of the slope. It is found that by the large deformation theory, the safety factor is larger than that calculated by the infinitesimal theory, and this difference becomes large along with the reduction of elastic modulus. In the dynamic analysis, it is observed that the large deformation theory gives smaller sliding displacement and larger response acceleration than the infinitesimal approach. It is concluded that in many cases the large deformation approach gives more adequate solutions.
  • FRANÇOIS LE GOFFIC, MARIE-LOUISE CAPMAU, ERÉDÉRIC TANGY, ELIANE CAMINADE
    The Journal of Antibiotics
    1980年 33 巻 8 号 895-899
    発行日: 1980年
    公開日: 2006/04/12
    ジャーナル フリー
    (3H) Tobramycin was used as a probe to determine the relationship between the structure of aminoglycoside antibiotics and their ability to remove this drug from its higher affinity binding site on the ribosome. The dissacharide moieties (neamine, tobramine, gentamine) appeared to have a common binding site, whereas the kanosamine, garosamine and ribose moieties determined the specificity of this binding. Amikacin and butikacin behaved in an anomalous manner in spite of their close structural relationship to tobramycin.
  • CHING-CHUAN HUANG
    SOILS AND FOUNDATIONS
    2009年 49 巻 2 号 249-258
    発行日: 2009年
    公開日: 2011/01/27
    ジャーナル フリー
    The correction factor (ηie) for the ultimate bearing capacity of a footing placed adjacent to a slope, taking into account the combined effect of horizontal and vertical seismic loads, represented by horizontal and vertical seismic coefficients, kh and kv, respectively, was derived using a modified Janbu's slice method. The influence of slope angles ‘α’ on the values of ‘ηie’ are studied here. It was found that the values of ηie can be expressed as an exponential function of ‘kh/(1-kv)’ and ‘α’, with a measurable interdependency between ‘α’ and ‘ηie’. The influence of ‘α’ on the value of ‘ηie’ increases as the input value of ‘kh/(1-kv)’ increases. Equations derived based on the analytical results are proposed to account for this effect. Based on the analyses of 11 near-fault seismographers obtained in the 1999 Chi-Chi earthquake in Taiwan, a ratio between the vertical and the horizontal seismic coefficients, λ, of between ±0.25 is suggested for including the combined effect of vertical and horizontal seismic forces in evaluating the seismic bearing capacity of footings located in near-fault areas.
  • CHING-CHUAN HUANG, WEN-WEI KANG
    SOILS AND FOUNDATIONS
    2008年 48 巻 5 号 641-651
    発行日: 2008年
    公開日: 2011/01/27
    ジャーナル フリー
    At present, analytical or empirical formula for seismic bearing capacity of footings adjacent to slopes is not available. This study uses a pseudo-static-based approach in conjunction with rigorous Janbu's slice method to derive analytical values of seismic bearing capacity factors (Nγ) and correction factors for the effects of inertia of soil mass and load inclinations for a rigid footing adjacent to cohesionless slopes. It is shown that both the bearing capacity factors (Nγ) and the correction factors for the seismic bearing capacity of footings placed on level ground derived herein are comparable with those reported in the literature. Empirical equations regarding the effects of slope angles and load inclinations, expressed using generalized forms of those proposed in the literature, are also derived. It is also found that the empirical equations derived in the present study provide values of correction factors in good agreements with the analytical ones, indicating the validity of using these empirical equations for assessing the bearing capacity of rigid footings situated on the slope subjected to pseudo-static seismic loading.
  • Hugang HAN
    バイオメディカル・ファジィ・システム学会大会講演論文集
    2010年 23 巻 9P-E-8
    発行日: 2010/10/09
    公開日: 2017/10/25
    会議録・要旨集 フリー
    In this paper, instead of the time-invariant state-space representation in the consequent of the T-S fuzzy model, tim,
    e
    -varying system is considered in order to deal with the reconstruction error between the real system to be controlled and its T-S model, and fuzzy approximator is employed to cope with unknown functions involved in the model. As a result, it reaches an adaptive controller that has two parts: one is obtained by solving certain linear matrix inequalities (LMIs) (fixed part) and another one is acquired by the fuzzy approximator in which the related parameters are tuned by adaptive law (variable part). The proposed controller can guarantee the closed-loop system to be asymptotically stable.
  • 張 建民, 社本 康広, 時松 孝次
    地盤工学会論文報告集
    1998年 38 巻 2 号 143-163
    発行日: 1998/06/15
    公開日: 2008/02/29
    ジャーナル フリー
    Based on the concept "intermediate soil wedge" which is dependent on mobilized frictional resistance, a new theory has been developed for evaluating the seismic earth pressures against retaining walls under any condition between the active and passive states. For this theory, the seismic earth pressure is separated into four components according to their formation. New equations are proposed to determine the distribution, resultant and point of application for each component. An equivalent seismic coefficient is introduced to take into account non-uniform seismic acceleration distribution with depth. The equations place special emphasis on dependence of the seismic earth pressure on mode and level of wall movement. The equations can be reduced to the Mononobe-Okabe equation for the limiting conditions. Their applicability was confirmed by comparing the predictions with a number of previous model test results.
  • RAJ SIDDHARTHAN, GARY M. NORRlS
    土質工学会論文報告集
    1991年 31 巻 2 号 51-64
    発行日: 1991/06/15
    公開日: 2008/02/29
    ジャーナル フリー
    A finite element model capable of taking into account nonlinear hysteretic soil behavior is presented to study earthquake induced retaining wall movement. The model also accounts for increase in lateral stresses and settlement associated with grain slip caused by cyclic loads. The predictive capability of the proposed method is verified by comparing responses given by the model with those computed by another existing finite element model and also with responses recorded at the Cambridge centrifuge facility. The study reveals that the wall displacement can be substantially affected, among other factors, by the increase in lateral stresses due to grain slip and wall-soil friction. Care should be taken when selecting a constant value of wall-soil friction angle for the entire duration of excitation since structural changes can occur in the soil adjacent to the wall.
  • S. SICSIC, J. F. LE BIGOT, C. VINCENT, C. CERCEAU, F. LE GOFFIC
    The Journal of Antibiotics
    1982年 35 巻 5 号 574-579
    発行日: 1982年
    公開日: 2006/04/12
    ジャーナル フリー
    The activities of tobramycin derivatives acetylated and ethylated on the
    6
    '-N,
    2
    '-N and 3-N positions were examined. The MICs of these derivatives against tobramycin sensitive strains indicated that
    2
    '-N-ethylated and
    6
    '-N-ethylated derivatives have a fairly good activity, and confirmed that the 3-N position is the most important one for antibiotic activity since 3-N derivatives were less active. The MICs of these derivatives against tobramycin resistant strains, and their inactivation by tobramycin modifying enzymes were examined. These results showed that
    2
    '-N or
    6
    '-N ethylation protects the drug against inactivation by AAC(
    2
    ') or AAC(
    6
    '), respectively, and
    2
    '-N-ethyltobramycin and
    6
    '-N-ethyltobramycin were active against strains containing these modifying enzymes. On the other hand, 3-N ethylation protects the drug against inactivation by AAC(3) but 3-N-ethyl tobramycin does not inhibit strains containing this enzyme.
  • Tsuyoshi WATANABE, Hiroki KURIYAMA, Tokuo FURUSE, Kiyomi KOBAYASHI, Suguru TAKATSUTO
    Agricultural and Biological Chemistry
    1988年 52 巻 8 号 2117-2118
    発行日: 1988年
    公開日: 2006/04/05
    ジャーナル フリー
  • Bai-nian FENG, Shin-ichi NAKATSUKA, Toshio GOTO, Takashi TSUGE, Syoyo NISHIMURA
    Agricultural and Biological Chemistry
    1990年 54 巻 3 号 845-848
    発行日: 1990年
    公開日: 2006/04/05
    ジャーナル フリー
  • 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 3b), and -thiepins (4a and 4b) were synthesized. Compounds 4a and 4b were desulfurized to give a pair of isomeric
    2
    -methylbenzoylcyclohexanes (10a and 10b). Deuterated 4a and 4b (11a and 11b) were prepared starting from butadiene-
    d6
    (12). The stereochemical features of 3a (trans), 3b (cis), 4a (trans) and 4b (cis) are compared with those of 10a, 10b, 11a and 11b on the basis of proton nuclear magnetic resonance data.
  • ~特に6-MPと併用するステロイドホルモンの投与量の問題~
    和田 義夫
    医療
    1967年 21 巻 3 号 369-376
    発行日: 1967/03/20
    公開日: 2011/10/19
    ジャーナル フリー
    The material consists of 140 patients with AML who were registered from July 1, 1959 to November 30, 1963, Only those who presented themselves without receiving any treatment were included. They were divided into two age groups, i.
    e
    ., children group (below 15 years) and adults group (15 years or over). One of therapeutic schedules was chosen by opening a sealed envelope containing the schedule to be applied, i.
    e
    ., the small dosage of Prednisolone 0.
    5
    mg/kg/day (
    Aa
    ) or the large dosage of Prednisolone
    2
    mg/kg, 'day (Ab), in association with an ordinary dosage of
    6
    -MP, i.
    e
    .,
    2
    -3mg/kg/day. The schedule was continued 4-
    8
    weeks till a remission was acquired or toxic manifestations prevented further administration. Results: In children, remissions were acquired in 52.49 (11/21) in the
    Aa
    and in 55.0% (11/20) in the Ab. The total remission rate in children was 53.7% (
    22
    /41). In adults, remissions were gained in 28.
    6
    % (14/49) of the
    Aa
    and in 20.0% (10/50) of the Ab. The total remission rate in adults was 24.3% (24/
    99
    ), Thus lower rates of remission were noted in large dosage of Prednisolone in adults, but the difference are not statistically significant. The numbers of survived at
    8
    weeks after start of treatments were compared. In children, the survival rates were 61.
    9
    % in the
    Aa
    and in 65.0% in the Ab in both dosage groups, while in adults it was 42.
    8
    % in the
    Aa
    and 34.
    9
    % in the Ab. Among steroidhormones, Prednisolone “Takeda” was used in the first half period and Dexamethasone (Orgadrone with Prednisolone equivalent dosage) was used in the second half. No significant differences in the remission rate and survival rate were found between these two drugs.
    Conclusion: From our experience of 140 cases of AML, it was concluded that the large lose of Prednisolone or of Dexamethasone should not be administered to all patients without preselection.
  • CONSTANTINE A. STAMATOPOULOS, ELENI G. VELGAKI, SARADA K. SARMA
    地盤工学会論文報告集
    2000年 40 巻 6 号 61-75
    発行日: 2000/12/15
    公開日: 2008/02/29
    ジャーナル フリー
    The objective of this article is to propose and evaluate a sliding-block model to deal with very large displacements of slopes when a horizontal earthquake is applied. The slip surface consists of two inclinations on which full shear resistance is mobilized. Internal shearing exists along a sub-plane that intersects the angle between the two sub-planes that form the external slip surface. The ratio of the distance moved along the two external sub-planes depends on the inclination of the internal sub-plane. If there is a water table line, undrained conditions are assumed during motion and total stress analysis is performed. The governing equations of motion are formulated, analytical solutions are obtained for some cases, and back-analysis of four well-documented slides is performed.
  • HOE I. LING, DOV LESHCHINSKY
    土質工学会論文報告集
    1995年 35 巻 2 号 85-94
    発行日: 1995/06/15
    公開日: 2008/02/29
    ジャーナル フリー
    This paper is concerned with an extension of a rotational limit equilibrium method for determining the permanent displacements of slopes under seismic excitation. In the proposed procedure, the sliding mass is treated as a rigid rotating body defined by a log spiral trace. Permanent displacements are obtained by double-integration of the equation of motion in a manner similar to Newmark's translational sliding block method. The seismic slope stability analysis is based on the rotational (variational) limit equilibrium approach. This stability analysis was verified with dynamic experimental results obtained from centrifuge model testing. A series of parametric studies was conducted on"unstable"slopes, investigating the effects of soil properties and characteristics of excitation on the magnitude of permanent displacements. The higher the frictional angle, the smaller the permanent displacement of the slope is. Low excitation frequency yields larger slope displacement if the excitation is extended for the same time period of time. The effect of frequency becomes less distinct when a larger value of yield seismic coefficient is used. The proposed procedures produce a rational criterion to evaluate the seismic performance of simple slopes. This criterion is based on permanent displacement limit rather than factor of safety alone.
  • CHANIDNUN POTHIRAKSANON, DENNES T. BERGADO, HOSSAM M. ABUEL-NAGA
    SOILS AND FOUNDATIONS
    2010年 50 巻 5 号 599-608
    発行日: 2010年
    公開日: 2010/12/28
    ジャーナル フリー
    In this study the field feasibility of an innovative thermal technique to improve the performance of prefabricated vertical drains (PVD) used in conjunction with the preloading ground improvement method is investigated. For this purpose, two identical
    6
    .0 m high full-scale test embankments for preloading were constructed over the soft Bangkok clay where a conventional PVD system was installed underneath one embankment and a novel prefabricated vertical thermo-drain (PVTD) system was utilized for the other. The PVTD unit consists of a U-tube made of cross-linked polyethylene plastic (PEX) that is attached to a conventional PVD unit. Preheated water at about 90°C is circulated through the attached U-tube to raise the soil temperature underneath the PVTD embankment. The behavior of the two test embankments were compared in terms of excess pore water pressure and consolidation results. The comparison shows the advantage of a PVTD system over a conventional PVD system. The rate of consolidation increases significantly in the PVTD system due to the temperature effect on the hydraulic conductivity. Moreover, the embankment with the PVTD system generates more settlement due to the thermally induced irreversible contraction of saturated normally consolidated soft Bangkok clay.
  • Yasunori YAOITA, Keiko AMEMIYA, Hiroyuki OHNUMA, Katsuyuki FURUMURA, Akihiro MASAKI, Toshihiko MATSUKI, Masao KIKUCHI
    Chemical and Pharmaceutical Bulletin
    1998年 46 巻 6 号 944-950
    発行日: 1998/06/15
    公開日: 2008/03/31
    ジャーナル フリー
    Eight new sterols,
    ,
    -epidioxy-(
    22
    E
    , 24R)-23-methylergosta-
    6
    ,
    22
    -dien-3β-ol (1), 3β,
    ,
    -trihydroxy-(
    22
    E
    , 24R)-23-methylergosta-7,
    22
    -dien-
    6
    -one (
    2
    ), 3β,
    ,
    -trihydroxy-(24S)-ergost-7-en-
    6
    -one (3), 3β,
    ,
    , 14α-tetrahydroxy-(
    22
    E
    , 24R)-ergosta-7,
    22
    -dien-
    6
    -one (4), (
    22
    E
    , 24R)-ergosta-7,
    22
    -diene-3β,
    ,
    ,
    -tetrol (
    5
    ),
    ,
    -epidioxy-3β-hydroxy-(
    22
    E
    , 24R)-ergosta-7,
    22
    -dien-
    6
    -one (
    6
    ),
    ,
    -epidioxy-3β-hydroxy-(24S)-ergost-7-en-
    6
    -one (7) and
    ,
    -epoxy-(
    22
    E
    , 24R)-ergosta-
    8
    ,
    22
    -diene-3β, 7β, 14α-triol (
    8
    ), have been isolated from five edible mushrooms, Lentinus edodes, Flammulina velutipes, Hypsizigus marmoreus, Pleurotus ostreatus and Pholiota nameko together with fifteen known ones (
    9
    -23), of which two (16 and 17) are reported for the first time from a fungal source. The structures of these new compounds were elucidated on the basis of their spectral data.
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