1.

論文(リポジトリ)

論文(リポジトリ)
里井, 洋一 ; Satoi, Yoichi
出版情報: 歴史と実践.  pp.1-19,  1980-11-17.  沖縄県歴史教育者協議会
URL: http://hdl.handle.net/20.500.12000/32554
2.

論文(リポジトリ)

論文(リポジトリ)
林, 大五郎 ; Hayashi, Daigoro
出版情報: 南極資料.  70  pp.15-24,  1980-09-30.  国立極地研究所 — National Institute of Polar Research
URL: http://hdl.handle.net/20.500.12000/2907
概要: Two mechanisms for the rising of plutonic rocks in terms of their origins are plausible. One is the rising resulted from the buoyancy of acid plutons, e.g. granite and migmatite which are lighter in density, being 2.67 and 2.76 respectively. The other is the rising due to the squeezing of mafic and ultramafic plutons, e.g. peridotite and gabbro which have heavier densities of 3.23 and 2.98 respectively. There has been no verification for the mechanism of squeezing so far, though the mechanism by buoyancy has already been proposed by such authors as RAMBERG (Gravity, Deformation and the Earth's Crust, Academic Press, 214p, 1967) and KIZAKI (J. Fac. Sci. Hokkaido Univ., Ser. 4, 15, 157, 1972) and others. The term squeezing signifies that when a pluton is heavier than its surrounding rocks (crust), the pluton is squeezed out by the pressure of the surrounding rocks. The rising of pluton by squeezing is demonstrated numerically by a computer simulation in the present paper.<br />深成岩の上昇に関して,それらの成因上2つの機構が考えられる.1つは酸性岩,すなわち密度2.67g/cm^3の花崗岩や2.76g/cm^3のミグマタイトなどの,浮力による上昇であり,他は,超塩基性ないし塩基性岩,すなわち密度3.23g/cm^3のカンラン岩や2.98g/cm^3のハンレイ岩などの,しぼり出しによる上昇である.浮力による上昇機構はRAMBERG(Gravity,Deformation and the Earth's Crust, Academic Press, 214p, 1967)やKIZAKI(J. Fac. Sci. Hokkaido Univ., Ser. 4, 15, 157, 1972)らによってすでに提案されているが,しぼり出し上昇の機構に関する検証はまだない.しぼり出しとは,深成岩―周囲岩体より重い―があるとき,その深成岩が周囲岩体の圧力によってしぼり出されることを意味する.本論文では,この深成岩のしぼり出しによる上昇を,数値的にシミュレートした. 続きを見る
3.

論文(リポジトリ)

論文(リポジトリ)
永井, 實 ; Nagai, Minoru
出版情報: 日本機械学会論文集. B編 = Transactions of the Japan Society of Mechanical Engineers. B.  46  pp.394-399,  1980-03-25.  日本機械学会
URL: http://hdl.handle.net/20.500.12000/362
概要: 擬似衝撃波の前後に存在する流れの非一様性を評価するために,質量流量,運動量流量およびエネルギの修正係数を導入すると,これらの係数をパラメータとして擬似衝撃波前後の圧力比,密度比などの関数が疑似衝撃波直前の主流のマッハ数の関数としてexpli citに求められることを示した.具体例として疑似襲撃波に前後の相似の速度分布が存在する場合について計算を行い,本理論が従来の実験値をかなりよく説明することを示した. 続きを見る
4.

論文(リポジトリ)

論文(リポジトリ)
永井, 實 ; 佐久川, 恵博 ; Nagai, Minoru ; Sakugawa, Keihaku
出版情報: 琉球大学工学部紀要.  pp.1-11,  1980-03.  琉球大学工学部
URL: http://hdl.handle.net/20.500.12000/12127
概要: Flat plate standing perpendicularly in the wind receives large drag because of the flow separation from the plate edge and the following large eddy region. This eddy region, called wake, is affected by the boundary condition around the plate, and then affects the drag force. In this study, the aerodynamic characteristics of the rectangular flat plate with a special opening were experimentally investigated at the various boundary conditions. The model plate was manufactured as a sliding shutter by the company O and the company K. The opening ratio of the plate is about 18 percent. According to the experiment, the drag coefficient of the specimen did not vary from the same plate but without the opening. Drag coefficient in the case of no boundary, specimen in the uniform flow, is 1.19, which is somewhat higher than the value 1.12 of the thin rectangular flat plate. The difference is seemed to be caused by the thickness and the edge shape of the plate. In the worst boundary condition, the flat plate placed on the center of the large wall, the drag coefficient reachs to 1.59, which is 34 percent larger than the value in the case of no boundary. However, if a kind of wind shutter is placed behind the model, the drag force acting to the model becomes almost negligible. Pressure oscillating phenomena are also researched, and it is tried to explain the frequency by the Kármán vortices and Helmholts resonance. 続きを見る
5.

論文(リポジトリ)

論文(リポジトリ)
金城, 松栄 ; 小田切, 忠人 ; Kinjo, Matsuei ; Kotagiri, Tadato
出版情報: 琉球大学教育学部紀要 第二部.  pp.1-9,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/12370
6.

論文(リポジトリ)

論文(リポジトリ)
崎浜, 秀栄 ; 吉田, 一晴 ; 浅野, 誠 ; 小田切, 忠人 ; 比嘉, 善一 ; Sakihama, Syuei ; Yoshida, Kazuharu ; Asano, Makoto ; Kotagiri, Tadato ; Higa, Zenichi
出版情報: 琉球大学教育学部紀要 第一部.  pp.367-386,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/12371
7.

論文(リポジトリ)

論文(リポジトリ)
田港, 朝昭 ; 小田切, 忠人 ; Taminato, Tomoaki ; Kotagiri, Tadato
出版情報: 琉球大学教育学部紀要 第一部.  pp.335-339,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/12387
8.

論文(リポジトリ)

論文(リポジトリ)
藤原, 綾子 ; Fujiwara, Ayako
出版情報: 琉球大学教育学部紀要 第二部.  pp.203-207,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/13712
概要: The author observed configuration of the surface of Ryukyu Basho (Musa liukiuensis Makino) using scanning electron micro scope (SEM). Many stripes were observed on integument of the fiber. Shape of the cross section of the fiber showed uneven and lots of small holes were observed all over the cross section. The fiber of Ryukyu Basho colored by picric acid, fuchsine and by Bokenstain respectively showed similar shade to those of silk fiber. So, the author experimented protein test. As the result, the fiber showed a positive reaction to Biuret and Xanthoprotein. Next, the author experimented solution test some reagents. The fiber of Ryukyu Basho was soluble in concentrated sulfric acid and nitric acid. Density of the fiber showed 1,17 ~ 1,35 generally. 続きを見る
9.

論文(リポジトリ)

論文(リポジトリ)
有住, 康則 ; 筑瀬, 明弘 ; 浜田, 純夫 ; 梶田, 建夫 ; Arizumi, Yasunori ; Chikuse, Akihiro ; Hamada, Sumio ; Kajita, Tateo
出版情報: 琉球大学工学部.  pp.69-88,  1980-09.  琉球大学工学部
URL: http://hdl.handle.net/20.500.12000/14690
概要: Recently the load factor method has been taking the place of the allowable stress method for composite members in the United States and European countries. It is the most important in the load factor design method to assure the mechanical behavior such as ultimate capacity of the structure. Ultimate strength is based on the properties of steel, concrete and shear connectors. In the present study some discussions on ultimate states are provided for composite beams with incomplete interaction applying elastic-plastic analysis. Some studies on the elastic analysis for incomplete composite beams have been presented in the bulletin by authors, and this is developed to inelastic analysis based on bilinear elasto-plastic properties of concrete, steel and shear connectors by means of the finite element method. An iterative initial strain method is employed in the present analytical procedure, where inelastic strains and deformations of materials are evaluated to the equivalent loads. This is also applied to analysis of cracked reinforced concrete beams. The main results of the analysis are as follows; (1) There is not much difference in the mechanical behavior of composite beams with shear connectors between spaced equally and spaced proportinally to horizontal shear. (2) Composite beams with partial interaction have an advantage of stress reduction on longitudinal reinforcing bars in negative moment regions, where it may be near the point of counterflection. This tendency becomes more apparent along with extent of the plastic range. 続きを見る
10.

論文(リポジトリ)

論文(リポジトリ)
吉田, 雅子 ; 上里, 賢一 ; Yoshida, Masako ; Uezato, Kenichi
出版情報: 琉球大学法文学部紀要.国文学論集 = Bulletin of the College of Law and Literature, University of the Ryukyus. Japanese Literature.  pp.1-22,  1980-01.  琉球大学法文学部
URL: http://hdl.handle.net/20.500.12000/15030
11.

論文(リポジトリ)

論文(リポジトリ)
具志, 幸昌 ; 和仁屋, 晴讙 ; 伊良波, 繁雄 ; Gushi, Yukimasa ; Waniya, Haruyoshi ; Iraha, Shigeo
出版情報: 琉球大学工学部紀要.  pp.35-41,  1980-09.  琉球大学工学部
URL: http://hdl.handle.net/20.500.12000/17688
概要: This is the second report of the results of experiments, named Experiments 6, which aims to determine the threshold values of NaCl concentrations in concrete for steel bar rusting, where corrosion inhibitors exist in concrete. In Experiments 6, there have been small dosages of NaCl in concrete specimens and corrosion inhibitors are also dosed in some specified values. The following results about steel bar rusting are obtained when 12 months have passed after steel bars had been embedded into concrete. 1. There have been found very small rusting spots on one bar at nine and twelve months after embedding, respectively. The bars above are embedded in the concrete of 0.033% NaCl dosage and no corrosion inhibitor. 2. There have been no sign of corrosion on the surface of the bars in the specimens contained 0.033% NaCl and the specified values of corrosion inhibitors. 3. Steel bars in the concrete contained 0.067% of NaCl by weight do not also corroded yet except one bar, where adequate amounts of corrosion inhibitors are added into the concrete. 4. In case of the standard specified dosage of corrosion inhibitors, there have been some amounts of rusting areas on steel bar surfaces embedded in the concrete of 0.100% NaCl concentration, and appreciable amounts of corrosion areas of rusting in the concrete of 0.133% NaCl concentration. The above rusting areas have both increased as the time has passed. 5. Two-fold dosage of corrosion inhibitors in concrete has significant effects on inhibiting corrosion of steel bars in the concrete of 0.100% and 0.133% NaCl concentration, but in that case, emergence of steel bar corrosion itself can not be interrupted. 6. There can be said at the time when one year has passed after embedding steel bars that "threshold" value of NaCl concentration in concrete on rusting of steel bars is 0.067% by weight of concrete where adequate amounts of corrosion inhibitors exists, and that the value can be raised as much as 0.100%. 続きを見る
12.

論文(リポジトリ)

論文(リポジトリ)
具志, 幸昌 ; 和仁屋, 晴讙 ; 伊良波, 繁雄 ; Gushi, Yukimasa ; Waniya, Haruyoshi ; Iraha, Shigeo
出版情報: 琉球大学工学部紀要.  pp.41-46,  1980-03.  琉球大学工学部
URL: http://hdl.handle.net/20.500.12000/17689
概要: The paper is the 2nd report of the 5th series of experiments on corrosion tests of steel bars embedded in concrete specimens. The concrete of specimens in this series of experiments has contained salt and corrosion inhibitors, and its water-cement ratio is 50%. The cover concrete depth over steel bars is constant through all the specimens and 2cm. The experiments has been planned and undertaken in accordance with the L_9 (3^4) Table of the Experimental Design. Salt concentration and dosage of corrosion inhibitor are main factors of the experiments, and their levels are 0.03, 0.15, and 0.75% of concrete by weight in salt concentration and two, three, and four times of the standard dosage of the maker specified in corrosion inhibitor content. The main feature of this series of experiments is high dosage of corrosion inhibitor into concrete to clarify the effect of inhibitor under high salt concentration in concrete. The following results are obtained at the time when one and half year has passed after embedding steel bars into concrets specimens. 1. Two times dosage of the inhibitor has been enough to inhibite corrosion of steel bars in the concrete which contain 0.03 and 0.15% of salt by weight. 2. Where salt content of concrete specimens amounts to as much as 0.75% by weight, the high dosages of inhibitor of this series of experiments could not restrain the rusting of steel bars, and almost steel bars in the specimens of 0.75% salt concentration have had some corrosion. 3. The effect due to differences of dosages of inhibitor are observed where the specimen concrete contain 0.75% salt by weight. The two times dosage of inhibitor is most effective for inhibiting corrosion of steel bars, the three times dosage seemed to have adverse effect on corrosion inhibitation. 4. The interaction of main factor effects between salt concentration in concrete and dosage of inhibitor has been established in this series of experiments, and we could not talk about the effect of inhibitors on corrosion protection without mentioning the salt concentration at the same time. 続きを見る
13.

論文(リポジトリ)

論文(リポジトリ)
具志, 幸昌 ; 和仁屋, 晴讙 ; 伊良波, 繁雄 ; Gushi, Yukimasa ; Waniya, Haruyoshi ; Iraha, Shigeo
出版情報: 琉球大学工学部紀要.  pp.13-40,  1980-03.  琉球大学工学部
URL: http://hdl.handle.net/20.500.12000/17690
概要: This is the first report of the results of the series of experiments which have been carried on by the authors from December 1978 to February 1979. This series of experiments, named Experiments 6, aimed to determine the threshold values of NaCl concentrations in concrete for steel bar rusting. A method of electrical potential difference measurements of spots of concrete specimen surfaces over Cu/CuSO_4 half cell, having been developed by California Division of Highways and having been widely used to detect the rusting spots of steel bars in concrete, are also performed in this series of experiments. We planned to examine the method, if it can be applicable to the RC structures in Okinawa Prefecture to detect rusting spots. The following results about steel bar corrosion are obtained by and at six months after embedding steel bars in concrete. 1. Steel bars in the concrete contained 0.033% of NaCl have not corroded yet without adding any amount of corrosion inhibitors. 2. Steel bars in the concrete contained 0.067% of NaCl do not also corrode yet, if adequate amount of corrosion inhibitors are added to the concrete. 3. In case of the concrete contained 0.100% of NaCl by weight, there have been steel bars corroded some, but their areas of corrosion were small. Some of the steel bars have no corrosion spots where adequate amount of corrosion inhibitors had added to the concrete. 4. All steel bars in the concrete contained 0.133% of NaCl by weight except A_4 D_2 C_2 O_1 specimens have been observed some corrosion. And as the time has passed, the areas of corrosion on steel bar surfaces are becoming larger. 5. There have not been any significant differences in the effects of types of corrosion inhibitors on steel bar corrosion. 6. The effects of water-cement ratio on corrosion of steel bars are not obvious. 7. The beneficial effects of doubled dosage of corrosion inhibitors into concrete are observed on steel bar corrosion. The results of electrical potential measurments on the basis of Cu/CuSO_4 half cell are as follows. 1. It has not been decided yet that the standards of California Division of Highways on steel bar corrosion in concrete can be applicable to the RC structures in Okinawa Prefecture. 2. Steel bars in concrete need not be connected by metalic means each other when half cell potential measurment method is applied. 3. Rusting spots on steel bar surfaces have high potentials, and the electrical circuit directly contained a rusting spot exhibit high potentials in the sense of absolute value. 4. Almost rusting places have occured in the underside of steel bars, and the underside of the specimen has considerable larger cover depth over steel bars than the upperside. The electrical potentials measured on the underside of a specimen were always higher than on upperside. 5. Moisture condition of the specimen concrete has strong effect on measured potential values. 6. There have been no corrosion on the steel bars in the specimens which exhibit 0.2 volt or less of electrical potential. 7. There have been very few specimens which exhibit the electrical potential value of 0.3 volt or higher. 8. The almost specimens having corroded steel bars at 3 or 6 months after embedding exhibit 0.20 to 0.30 volt higher on the basis of Cu/CuSO_4 half cell. 続きを見る
14.

論文(リポジトリ)

論文(リポジトリ)
吉村, 清 ; Yoshimura, Kiyoshi
出版情報: 琉球大学語学文学論集 = Ryudai review of language & literature.  pp.119-144,  1980-12.  琉球大学法文学部
URL: http://hdl.handle.net/20.500.12000/18212
概要: William Congreve's The Way of the World (1700) has been considered as a typical example of a Restoration comedy of manners by many critics because of its complex male-female relationships in the fashionable and sophisticated upper class world of London and its witty, brisk, and sparkling dialogue. In the dramatic structure of the play, Congreve takes pains dividing his characters into males and females, arranging each of these groups to assume an extreme attitude toward love and marriage. The dramatist also places his hero, Mirabell, and his heroine, Millamant, in a contrasting situation between the groups. In the first two Acts, Mirabell is presented as a lover torn between his love of Millamant and the voice of his own reason, being made fun of by his sweetheart and by his 'rather detached-self.' However, in the 'contract scene' in Act IV, he succeeds to balance these opposing forces within himself by coming to an agreement on marriage with Millamant. From this time on, he successfully plays the role of a 'shrewd schemer' in the game of love, saving not only Millamant and her fortune but also others in their risky situations by deafeating Fainall in the 'scheme combat' in Act V. 続きを見る
15.

論文(リポジトリ)

論文(リポジトリ)
赤嶺, 健治 ; Akamine, Kenji
出版情報: 琉球大学語学文学論集.  pp.63-85,  1980-12.  琉球大学法文学部
URL: http://hdl.handle.net/20.500.12000/7527
16.

論文(リポジトリ)

論文(リポジトリ)
当間, 清光 ; Toma, Seiko ; 當間, 清光
出版情報: 琉球大学経済研究.  pp.47-69,  1980-12.  琉球大学法文学部
URL: http://hdl.handle.net/20.500.12000/3136
17.

論文(リポジトリ)

論文(リポジトリ)
金城, 光子 ; Kinjo, Mitsuko
出版情報: 琉球大学教育学部紀要 第二部.  pp.65-75,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/29900
概要: A. Purpose The main purpose of this paper is to study the seven structural elements in Ryukyuan dance; that is, contents , structure, movements, stage properties, music, costume, and expression. B. Methods (1) Standards For criteria, the thirty DAS (Dance Appreciation Scale) constructed by opposing adjectives in Kinjo ('75) are used here: namely, the eighteen kinds of "evaluative factors" such as charming, good, interesting, substantial, and excellent; and the nine kinds of energetic factors such as active, dynamic, nimble, and powerful; and the three kinds of capacity-factors such as magnificent, grand, and grave. (2) Works Ten works which represent five kinds of Ryukyuan dance are shown: the Old Men's dance, "Kajadifū"; the Youth dance, "Wakashu-kotei-bushi"; the Men's dance, "Takadēra-manzai", "Mēnu-hama", "Zei", "Nubui-kuduchi"; the Traditional (or Classical) Women's dance, "Shudun", "Kasekake", and "Inoha-bushi"; and the General Women's dance, "Hana-fū". (3) Subjects Twenty female students at the University of the Ryukyus were tested: fifteen majoring in Health Education and Physical Education and five who belonged to Sport-clubs. (4) Process First, I distributed the copies of the contents of each dance to the students and gave supplementary explanations of them. Then, I showed them films (8mm Color Sound) of each dance separately. After giving them a break, I did it again. Finally, I let them evaluate the constituents of dance by seven grades according to DAS. (5) Disposition of Data I computed the average value of each evaluate factor separately according to the work and with the elements. Then I plotted the seven constituents of dance in a three dimensional space constructed by "evaluative factors" x "energetic factors" x "capacity factors". Also, I plotted the ten works in same space. (6) Investigation The research was done in March, 1975. C. Result and Consideration (1) Recognition System of the Works with movement-elements I illustrate the recognition system of the structural elements of Ryukyuan dance by the diagram No.11. As the diagram shows: in two dimensions of energy and capacity, the ten works are distinctly separated into four categories; namely, Men's dance, Old Men's dance, Youth dance, and Women's dance. This diagram gives a true account of the characteristics of each category of Ryukyuan dance. (2) Space Structures of the Constituents in Each Work In diagram No.7, I showed the space structure of each dance-constituent formed in the work "kasekake". In the evaluative dimension, movement, properties, music, and content were highly evaluative dimension, movement, properties, music, and content were highly evaluated to the same degree. Oppositely, expression, costume, and structure were lowly estimated to the same degree. In the dimension of energy and capacity, music was evaluated much more highly than any other constitient. 続きを見る
18.

論文(リポジトリ)

論文(リポジトリ)
金城, 光子 ; 花城, 洋子 ; Kinjo, Mitsuko ; Hanashiro, Youko
出版情報: 琉球大学教育学部紀要 第二部.  pp.77-101,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/29901
概要: The aim of this paper is to compare the EMG patterns and Respiration patterns in the Ryukyuan traditional dance, the Japanese traditional dance and the Indian traditional dance. The dance motion of twist and turn were electromyographically examined. The subjects were professional dancers, and one by one. The subjects performed the same motions in each dances. And EMG recordings were made with 6 channel electroencephalograph utilizing surface electrodes, 10mm in diameter. The results obtained were summarized as fallows: 1) In Ryukyuan dance M. pectoralis majar, M. obliquus externus abdominis, M. rectus abdominls, M. erect sp. (L.5) show continuous electric discharge in motion of twist and turn. And at respiration, expiration is long comparatively and irregular pattern. 2) In Japanese dance and Indian dance, mainly, M. trapezius, M. erect. sp. (L.5) show continuous discharge in motion of twist and turn. And respiration is regular pattern. Especially in Indian dance, compared with other two dances, EMG pattern shows strong electric discharge. 続きを見る
19.

論文(リポジトリ)

論文(リポジトリ)
中村, 透 ; 中峰, 朝子 ; Nakamura, Toru ; Nakamine, Tomoko
出版情報: 琉球大学教育学部紀要 第一部.  pp.325-334,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/915
20.

論文(リポジトリ)

論文(リポジトリ)
藤原, 幸男 ; 西村, 貞雄 ; Fujiwara, Yukio ; Nishimura, Sadao
出版情報: 琉球大学教育学部紀要 第一部.  pp.305-323,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/945
21.

論文(リポジトリ)

論文(リポジトリ)
小澤, 保博 ; Ozawa, Yasuhiro
出版情報: 琉球大学教育学部紀要 第一部.  pp.1-22,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/989
22.

論文(リポジトリ)

論文(リポジトリ)
東盛, キヨ子 ; Higashimori, Kiyoko
出版情報: 琉球大学教育学部紀要 第二部.  pp.197-201,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/1340
23.

論文(リポジトリ)

論文(リポジトリ)
天野, 輝久 ; Amano, Teruhisa
出版情報: 琉球大学工学部紀要.  pp.55-62,  1980-03.  琉球大学工学部
URL: http://hdl.handle.net/20.500.12000/1427
概要: From a viewpoint of establishing a rational design formula for wind loads for buildings, the reference wind pressure is not to be based on the largest instantaneous wind speed experienced so far, but on analysis of an annual series of extreme wind speeds. The paper deals with analysis of annual extreme mean wind speeds obtained at seven meteorological stations in topographically isolated islands of Okinawa, and presents a tentative discussion for the reference wind pressure. The series of annual extreme mean wind speeds at each station has shown to be well fitted by double exponential distribution. The statistically expected annual extreme mean wind speeds in 50 years of return period at each station have been calculated, and result in 53.6, 51.5 and 61.0 m/s for Naha, Ishigaki and Miyako, respectively. As a consequence of this study, the reference pressures (kg/m^2) of 120 √^4<h>, 200√^4<h> and 260 √^4<h> (h; height in meter) have been tentatively proposed for Daitoh, main island of Okinawa and Ishigaki, and Miyako, respectively, taking the same value of 2.0 for gust effect factor as in Canadian Code for the consideration of the effects of gusty winds. 続きを見る
24.

論文(リポジトリ)

論文(リポジトリ)
安次富, 哲雄 ; Ashitomi, Tetsuo
出版情報: 琉大法学.  pp.35-95,  1980-09.  琉球大学法文学部
URL: http://hdl.handle.net/20.500.12000/2261
25.

論文(リポジトリ)

論文(リポジトリ)
玉城, 勲 ; Tamaki, Isao
出版情報: 琉大法学.  pp.103-133,  1980-02.  琉球大学法文学部
URL: http://hdl.handle.net/20.500.12000/2262
26.

論文(リポジトリ)

論文(リポジトリ)
島袋, 鉄男 ; Shimabukuro, Tetsuo
出版情報: 琉大法学.  pp.135-154,  1980-02.  琉球大学法文学部
URL: http://hdl.handle.net/20.500.12000/2263
27.

論文(リポジトリ)

論文(リポジトリ)
新里, 祐宏 ; Shinzato, Sukehiro
出版情報: 琉球大学教育学部紀要 第二部.  pp.129-134,  1980-12.  琉球大学教育学部
URL: http://hdl.handle.net/20.500.12000/2124