ラットに

3H

-CU-

83

(S)を25μg/kgで静脈内あるいは経口投与し，血液中濃度および尿糞中排泄を検討した．
静脈内投与後の血液中濃度推移は投与後5分より上昇し，投与後45分に25.74ng eq./mlのC_maxを示し，それ以後t_1/2

3

.05時間とt_1/2 33.09時間の二相で減少した．投与後72時間までのAUCは135.42ng eq.·hr/mlであった．
経口投与では，投与後

3

時間でC_max 4.10ng eq./mlに達し，以後t_1/2α 4.46時間とt_1/2β 26.

83

時間の二相で減少した．投与後72時間までのAUCは48.62ng eq.·hr/mlであった．
静脈内投与と経口投与のいずれの場合も，尿および糞中への放射能の排泄は，投与後48時間でほぼ終了した．静脈内投与では，投与後72時間までに投与量の30.52%が尿中に，60.42%が糞中に排泄された．経口投与では，同じく72時間までに40.34%が尿中に，69.24%が糞中に排泄された．

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The acetone extracts from three samples of the hepatopancreas of the poisonous scallops obtained on the Okhotsk Coast of Hokkaido Island were fractionated into two parts, hexane soluble fraction (fraction H) and 85% aqueous ethanol soluble fraction (fraction ) by partition to two layers. The majortoxic components in the mouse assay of “diarrheic shellfish toxin” by intra-peritoneal injection were found to be free unsaturated fatty acids showed the following toxicity in MU per g, 18:1 n- 35, 18:2 n- , 18: n- 167, 18:4 n- , 20:5 n- 167, and : n- , respectively. Toxicity of the fraction Hin MUper g was much lower than that of the fraction . However, the toxicity of the fraction H per 1 g of the hepatopancreas was about twice that of the fraction , since the fraction Hwas much more abundant than the fraction in the hepatopancreas. The method for the assay of the diarrhetic shellfish toxin must be reexamined by considering the toxic effect of the free unsaturated fatty acids.

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A method for analyzing the uncertainties involving the use of empirical relationships in design is developed. It is applied to evaluate the reliability of the relationship s_u(mobilized)=(measured), whereby the pertinent uncertainties are analyzed using extensive laboratory and field observed data. On the average, the relationship s_u(mobilized)= (measured) is unbiased and the error implicit in the relationship is about 15%. When cone values are used to infer s'_p, additional uncertainties on the mobilized undrained strength will incur resulting mainly from the calibration uncertainty between σ'_p and the cone values. Alternatively, vane tests may be performed to infer the mobilized strength using Bjerrum correction factor. Results show that uncertainty level associated with using the vane tests is smaller than that using the cone values, provided that similar scatter is observed between measured vane and cone values at a given site. However, prediction of the mobilized strength is even more accurate if direct measurements can be made on the preconsolidation pressure. The proposed probabilistic method also assesses the benefit of additional tests besides comparing the accuracy of using various soil parameters for predicting mobilized undrained strength. Such information is essential for planning cost-effective site characterization program.

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L'entree en Iran des armees britannique et sovietique s'est produite en aout 1941. Elle ebranla du coup le regime de la dynastie pahlavi qui etait au pouvoir depuis 16 ans, et mena le pays vers l'instabilite politique et le chaos social. La defaite de l'arme gouvernementale, qui etait le pivot du regime de Reza Shah, reduisit considerablement le controle du gouvernement central dans le pays. Cette situation politico-sociale confuse permit le developpement de differents mouvements politiques en Iran. C'est ainsi que le 16 aout 1942 le parti clandestin Komeley Jiyanewey Kurdistan (J-K) est ne a Mehabad, une ville au nord-ouest de l' Iran. Des sa formation, ce parti a su etendre sa sphere et, en une courte periode de temps, a fini par mettre sous son influence la ville et ses alentours. A la fin de la Seconde Guerre mondiale, en ete 1945, le J-K etait devenu une organisation representant le mouvement nationaliste kurde en Iran. C'est a ce moment-la qu'un autre parti politique, le Hizbi Dimokratiki Kurdistan (HDK), fonde par Qazi Mihemed a Mehabad aussi, devait remplacer le J-K. Des le janvier 1946, le HDK proclama l'instauration de la≪Republique de Kurdistan≫. Cependant, les troupes sovietiques qui avaient pris sous leur protection la Republique evacuerent les terres iraniennes, en mai 1946. Six mois plus tard, sous la pression militaire du gouvernement central iranien, la republique s'ecroula. Deux theories tentent le passage du J-K au HDK. William Eagleton Jr., par exemple, affirme dans The Kurdish Republic of 1946 que le HDK a ete cree sur le conseil des autorites sovietiques. L'ex-secretaire general du Parti Democratique du Kurdistan , 'Ebd el-Rehman Qasimlu maintient par contre que Qazi Mihemed a etabli le nouveau parti de sa propre initiative, eu regard a la situation politique de cette epoque-la. Il considere que la passage du J-K au HDK comme etant l'evolution parti nationaliste clandestin en un parti democratique. En analysant ces deux theories et en se basant sur les autobiographies des personages qui se sont engages dans cet evenement, cette etude tentera le principe directeur et les activites du J-K et de mieux comprendre les raisons pour lesquelles le J-K devait etre remplace par le HDK. La conclusion generale portera sur les differents objectifs politiques du J-K et du HDK. Le J-K visait l'elevation du niveau culturel du peuple tout en luttant contre le tribalisme, qui etait, selon lui, le probleme majeur de≪la nation kurde≫, et cela en ecartant toute idee de revolte militaire. Le J-K a aussi exclu de son cadre les elites sociales telles que les leaders des tribus et dirigeants religieux de peur qu'ils n'excercent une influence sur les membres du parti. L'automne de 1944 fut le debut nouvelle ere pour le mouvement kurde. Alors que l'espoir de l'autodetermination augmentait parmi le peuple a mesure que s'approchait la fin de la guerre, la necessite de la force militaire a commence a se faire sentir dans le J-K. C'est pour cela que s'est produite au sein du parti une tendance a compter sur l'aide militaire des sovietiques et a recourir au leadership de Qazi Mihemed, qui avait une certaine influence meme sur les leaders tribaux. Mais cette tendance etait essentiellement incompatible avec la ligne fondamentale du J-K et, graduellement, a prive ce parti de sa raison . Ainsi, le HDK se substitua au J-K en tant que≪parti democratique≫visant a rallier les elites sociales sous sa banniere, en s'appuyant sur l'autorite personnelle de Qazi Mihemed.

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The pseudo-static analysis has been used in engineering practice to simplify the computation of the upper limit of a slope under seismic load. In this paper, the upper bound technique of limit analysis of perfect plasticity is used to determine the bearing capacity of a foundation near a down-hill slope. In this analysis (Chen et al., 1969; Chen, 1975), a logarithmic spiral rapture (Abdul-Baki et al., 1970; Sawada et al., 1984) is assumed to start at an edge of the loaded area far from the slope. A landslide is assumed to be of rigid body type with the inertia force acted at its center of gravity. The collapse state is reached when the rate of kinematic energy of the landslide together with the load is equal to the rate of dissipation of internal energy along the sliding surface. This energy balance leads to the equation of ultimate load with several parameters. The optimized numerical rcsults with respect to these parameters are compared with those by Kotter's method (Yamaguchi, 1959) and those obtained by the slice method.

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It has been shown after mathematical and mechanical investigation that Limit Equilibrium Method (LEM) can be considered as a method to obtain the necessary condition of Slip Line Method (SLM), and that the solution can be obtained under the condition that F_s=1 and ∂F_s/∂θ=O, where F_s is the safety factor and θ is the inclination of the plane on which the safety factor is defined. Next, the generalized LEM (GLEM) is proposed, dealing with the following points : (1) Triangular or quadrangular blocks can be treated; (2) Safety factors are defined also on interblock planes; and () All types of plastic problems, slope stability, bearing capacity, and earth pressure are identically formulated. Two situations regarding treatment of the moment equilibrium condition are discussed. GLEM is applied to well-known problems. The results agree well with those obtained by theoretical methods. GLEM can be used to obtain the distribution of earth pressure or bearing capacity. GLEM, Iike ordinary LEM, is very effective for the practical problems, but GLEM is more theoretical and it can result in more accurate solutions.

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1. The chromosome numbers of 64 species have been studied on which 56 are investigated for the first time.
2. Morphological, anatomical and cytological findings on the Musaceae in the broad sense are considered from a phylogenetical standpoint and three distinct groups:
a) Musa-Ensete, b) Ravenala-Strelitzia-Phenakospermum and c) Holiconia are recognised as suggested by some authors. For these groups sub-familial status is proposed.
. Lowiaceae have been studied for the first time cytologically and their chromosome morphology, distinct from that of any other group of Zingiberales, confirms their claim to familial status.
4. Consideration of the conflicting theories proposed to account for the higher chromosome number in genera like Globba, Alpinia, and Phaemeria, etc. leads to rejection of Chakravorti's hypothesis of wholesale fragmentation of chromosomes and the acceptance of the opposed view of Raghavan and Venkatasubban and others.
5. Holttum's transference of the genus Zingiber to the tribe Hedychieae has been given cytological support on the following points:
a) the basic number in the genus Zingiber correlates with that of Kaempferia.
b) the new tribe Alpinieae (which is infact Zingibereae without Zingiber) have consistently 48 chromosomes in their somatic complements.
. It is suggested that the African representatives of Kaempferia should be given the status of genus; Cienkowskya on the following points:
a) the difference in floral morphology
b) geographical separateness and
c) the difference in the number and morphology of the chromosomes. By comparing the present and past findings, various lines of evolution of the chromosome complements within each group are discussed.
7. The basic number 11 is considered to be probably the original one for the Zingiberales as a whole, being present in Ravenala which is the most primitive member in the order. From this secondary basic numbers have arisen through evolution.

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Nアルキル,4:,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[4a～]と芳香族アミン(アニリン,p-トルイジン,p-アニシジン,,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,4:,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-,4:,10-ペリレンビス(ジカルボキシミド)(〔5a～〕,〔a～〕,〔7a～〕,〔a～〕,〔a～〕,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-,4:,10-ペリレンビス(ジカルボキシミド)(たとえば〔5〕や〔〕)がとくにすぐれた耐光性を示した.

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性周期における牛の末梢血中遊離estrogen測定にITTRICH螢光法を応用して次の成績を得た。
Ittrich colorの最大波長をspectrofluorometer Hitachi MPF-2AおよびType203で測定した結果,励起光538nm,螢光552.5nmであった。この螢光特性は, およびにそれぞれ共通であった。実際の測定では最大波長が接近しているので感度は若干低下するが510~520nmで励起し•螢光側552•5±•5nmを読み,ALLENの補正を行なった。この条件において,および-methyletherの最少検出量は1ngであった。回収率補正の目的で加えた,7-

3H

-

E₂

-17βの全過程における回収率は平均60.

3

±11.7%であった。正常性周期を示す黒毛和種2頭の頸静脈血についてestrogenを分画測定した。その結果,両牛共

E₁

,

E₂

の各消長型は性周期の全期間を通じてほぼ同じ傾向を示したが,

E₂

は

E₁

にくらべ全般に高値であった。また

E₃

は検出されなかった。これらの牛のtotalestrogenは発情前期に増加し,排卵前に鋭いピーク(35.

3

および

99.8ng

/l;

E₁5.9

および16.0ng/l,

E₂29.4

および

83.8ng

/l)を形成し,排卵後は急激に減少して最低値(

3

.

8

~

5.3ng

/l;

E₁1.6

および

1.9ng

/l,

E₂2.2

および

3.4ng

/l)を示した。黄体期の最高値(10.1および27.0ng/l;

E₁2.4

および

3.4ng

/l,

E₂7.7

および

23.6ng

/l)は排卵後

6

~

8

日に認めた。すなわちestrogenの血中濃度は性周期の間に2つのピークを形成することを認めた。

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The association between apolipoprotein (Apo-) polymorphism and the response of plasma cholesterol to dietary therapy (cholesterol intake of less than 300mg/day) was investigated for about weeks in 208 nonfamilial hypercholesterolemia patients (/ 161, 4/ 47). The baseline lipoprotein concentration and the intake of energy and lipids were not significantly different between subjects with / and those with 4/ phenotypes. After the dietary therapy plasma total cholesterol and low density lipoprotein cholesterol were significantly decreased in both phenotype groups (p<0.05). The patients with 4/ had significantly smaller reductions of LDL-C than the patients with /. The changes of LDL-C showed a significant difference between the patients with / and 4/ by the Kruskal Wallis test (p=0.041). The presence of 4/ predicted the degree of cholesterol reduction following dietary therapy.

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This paper presents reinforcing mechanisms and a method for analyzing reinforced earth structures. The reinforcing mechanism presented is divided into two stages, a fixed slip surface and an arbitrarily selected slip surface. The mechanism is studied through direct shear tests and plane strain compression tests including some geotextiles. The reinforcing materials considered in this paper only have tensile strength. The authors have already proposed a method called Generalized Limit Equilibrium Method (GLEM) for analyzing stability problems. The validity of the method has already been shown in previously published papers. In this paper, the method is extended to carry out a stability analysis for reinforced earth structures. Finally, large scale model tests for the bearing capacity of foundations on reinforced slopes were carried out to investigate the validity of the proposed reinforcing mechanism and the analytical method. Through comparisons of observations of experiments and results of the analytical method, the validity of the present work is demonstrated.

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The numerical values of the intervals betrween optieal levels are competed for the configurations *⁹4s, 5s, s and 7s of Cu⁺, according to the general expression of energy-levels derived in the previous paper The self-consistent field radial functions computed by Hartree adn Hartree are used for1s, 2s, 2p, s, p and . Those of 4s, 5s, .s and are ealenlated from Hartree Hartree's core-functions by the numerical integrations. The calculated results are shown in Table I.The agreement with experiment is satisfactory

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Two new polyacetylene compounds (4, , 12)-1-acetoxy--isovaleryloxytetradeca-4, , 12-trien-, 10-diyn-14-ol (B), and (4, , 12)-1-acetoxy--(2-methylbutyryloxy)tetradeca-4, , 12-trien-, 10-diyn-14-ol (C) have been isolated along with (4, , 12)-1-acetoxy--senecioyloxytetradeca-4, , 12-trien-, 10-diyn-14-ol (A) from Atractylodes Rhizome (Karabyakujutu). The structures of these compounds were determined on the basis of their spectral data.

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Background

The differences in conditions of enteric-coated acid-labile drug release and absorption between healthy subjects in bioequivalence studies and gastrointestinal patients in clinical practice can lead to significant differences in gastric stability of original PPIs and generics. Thus, pathologic duodenogastric reflux (PDGR) and the pH increasing within PPIs administration still remain unaccounted for.

Methods

Two-stage modified comparative dissolution testing of original omeprazole (OO) and four generics (G1;2;

;4) was performed. At first, we moved drugs from solution with pH 1.2 (1.2±0.05) to pH 7.0 (7.0±0.05) and measure concentration of omeprazole in solution by high-performance liquid chromatography. According to our self-developed formula, pH 7 exposure time of resistance to PDGR for omeprazole is 4 minutes, i.. the active substance should not be released within 4 minutes at pH 7. The exposure at the second stage was conducted with pH 4 (4.0±0.05), that imitated gastric pH after PPI administration. And then we also moved drugs to pH 7 with the subsequent measurement of omeprazole concentration.

Results

Omeprazole concentrations after 4, 10, 15, 20, 30, 45, 60 minutes in pH 7 solution at the first stage were different for OO and generics. For OO, these values were 4,7±0,7%; 41,4±

,0%; 62,±4,0%; 79,5±2,%; ,5±2,%; ,±2,%; 80,±4,4%; for Generic1 - 0; 49,±,%; 88, ±2,%; ,4±,7%; 88, 2±2,2%; 87,±2,0%; 85,±1,1%; for Generic2 - 0; 30,±,%; 66,7±,2%; 76,4±7,4%; ,±5,%; 86,0±,7%; 84,±,%: for Generic - 80,±,%; ,5±1,%; , ±,2%; ,±2,7%; ,±2,1%; ,1±2,0%; ,0±2,4%; for Generic4 - ,5±1,7%; 84,4±0,%; 84,2±1,2%; , ±0,%; ,±0,%; ,±0,%; ,±1,1%, respectively.

An analysis of the omeprazole concentration in pH 7 solution at the second stage revealed the following parameters after the same time: for OO - 4,4±0,

%; 40, 5±,0%; 62,±2,0%; 80,0±,1%; 85,4±2,%; ,±,4%; 80,±,5%; for Generic1 - 0; 67,0±7,%; 89,7±2,%; , ±4,%; 89,1±1,%; 88,±1,4%; 87,±1,2%; for Generic2 - 0; 42,2±5,%; 75,1±7,%; ,0±,0%; 88,4±,2%; 88, ±1,%; 87,±1,0%; for Generic4 - 85,5±0,5%; 85,±0,5%; 84,7±0,%; ,7±,0%; 84,4±0,%; 84,4±0,%; 84,±0,4%, respectively. Generic release and degradation were completely realized at pH 4.

Conclusion

Decreased gastric stability of Generic

and Generic4 makes PDGR and inhibited gastric acid secretion due to PPIs administration the potential causes of decreased enteric-coated acid-labile drugs stability.

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The correction factor (η_ie) 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, k_h and k_v, respectively, was derived using a modified Janbu's slice method. The influence of slope angles ‘α’ on the values of ‘η_ie’ are studied here. It was found that the values of η_ie can be expressed as an exponential function of ‘k_h/(1-k_v)’ and ‘α’, with a measurable interdependency between ‘α’ and ‘η_ie’. The influence of ‘α’ on the value of ‘η_ie’ increases as the input value of ‘k_h/(1-k_v)’ 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.

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