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

t₁

/

2

3

.05時間と

t₁

/

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

t₁

/

2α

4.46時間と

t₁

/

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: n- 35, 18: 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 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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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.

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We screened the differentiation-inducing activities of 39 mushroom extracts from Akita prefecture, Japan, on the mouse osteoblastic cell line, MCT-. Sixteen phosphate buffered saline (PBS), 8 boiled PBS, 14 ethanol and 12 methanol extracts induced alkaline phosphatase (ALP) activities, an indicator of MCT- cell differentiation. The enzyme activities were markedly induced by extracts of Tricholoma auratum, and we isolated the active compound from methanol extracts of this mushroom. Physical data for the isolated active compound were identical to those for (,24R)-ergosta-7,-diene-,5α,-triol (). induced ALP activities of MCT- cells and promoted cell proliferation. To investigate the relationships between the chemical structure and differentiation-inducing activity of the compound, ALP-inducing activities of MCT- cells by , ergosterol (), ergocalciferol (), cholesta-,5α,-triol (4), 7-dehydrocholesterol (5) and cholecalciferol () were tested. The enzyme activities of MCT- cells were increased .0-fold by 10 μM and .4-fold by 10 μM 4. However, , , 5 and did not induce MCT- cell ALP activity at 0.—10 μM. These results suggested that the OH groups at C-5 and/or C- of and 4 played an important role in their differentiation-inducing activities on MCT- cells. Furthermore, suppressed induction of MCT- cell apoptosis by serum starvation.

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BCR-ABL

International Scale（IS）測定はチロシンキナーゼ阻害剤で治療されている慢性骨髄性白血病（CML）患者の治療効果をモニターする上で重要な検査法である。稀ではあるが，BCR-ABL IS測定ができないCMLが存在することが知られている。本研究において，我々は，そのようなBCR-ABL IS測定のできないCML患者を経験し，分子生物学的な方法で，その原因を解明した。本例ではABL遺伝子における切断点がaエクソン内にあることが分かり，そのことがABLのaエクソンを欠いた14a（a）キメラ遺伝子のmRNAのみの発現を誘導していた。aエクソンは本邦における検査部でのIS測定において重要な要素であり，これが欠損することが測定不能の原因であった。このようなIS測定ができない稀なCML症例をさらに集積して，その分子構造を解明することが待たれる。

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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 d'activite 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 d'expliquer 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 d'Iran, '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 d'un 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 d'examiner 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 d'une 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 d'etre. Ainsi, le HDK se substitua au J-K en tant que≪parti democratique≫visant a rallier d'abord les elites sociales sous sa banniere, en s'appuyant sur l'autorite personnelle de Qazi Mihemed.

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The bearing capacity of plane strain model footings on sand is numerically investigated with a finite element method and a polar hypoplastic constitutive law. The constitutive law is obtained through an extension of a non-polar hypoplastic constitutive law by polar quantities : rotations, curvatures, couple stresses and a characteristic length. It can reproduce the salient features of granular bodies while taking into account shear localisation. The hypoplastic constants are calibrated with element test calculations on the basis of plane strain and triaxial compression tests. The FE-analyses are performed for both different mean grain diameters and initial densities of dry medium sand, and footing widths. The effect of material constants on the load-displacement curve is also investigated. The FE-results are compared with model tests. Advantages and limitations of a polar hypoplastic approach are outlined.

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An investigation was undertaken to evaluate the integrity of a geogrid-reinforced steep slope subjected to significant differential settlements and seismic loading. The reinforced soil structure under investigation was constructed in 1987 in order to enhance the stability of steep landfill slopes at the Operating Industries, Inc. (OII) Superfund site, a hazardous waste site in southern California. The site is in an area of high seismicity. The 4.60 m high, 460 m long geogrid-reinforced structure was founded, along most of its length, on concrete piers located towards the front of the structure. However, as the back of the reinforced slope was founded on waste, the structure experienced more than 600 mm of differential settlements ten years after its construction. A geogrid experimental testing program was implemented to evaluate the performance of the reinforcements when loaded rapidly after a period of constant load. A finite element numerical simulation was performed to assess the integrity of the geogrid reinforcements when subjected to 30 years of additional differential settlements followed by the design earthquake. The maximum geogrid strains predicted for a sequence of expected static and extreme seismic loadings were found to be well below the geogrid allowable strain values, indicating that the integrity of the structure should be maintained even when subjected to large differential settlements and severe earthquake loads. The numerical results show that the critical reinforced zone (i.., the reinforcement layers that are strained the most) that corresponds to different loading mechanisms (construction, differential settlement, seismic loading) occurs at different elevations within the reinforced soil structure.

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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 fors, s, p, s, p and d. 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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