1 0 0 0 ルソー論集

著者
桑原武夫編
出版者
岩波書店
巻号頁・発行日
1970
著者
淵田仁著
出版者
法政大学出版局
巻号頁・発行日
2019
著者
伊藤 康樹 平野 勉 芳野 原
出版者
一般社団法人 日本臨床化学会
雑誌
臨床化学 (ISSN:03705633)
巻号頁・発行日
vol.34, no.3, pp.240-247, 2005-09-15 (Released:2012-11-27)
参考文献数
9

我々はLow-density lipoprotein (LDL) の中でも動脈硬化惹起性の高いsmall, dense LDLの簡便な測定法を開発した。まず、ポリアニオンと二価陽イオンからなる分離剤を用いて通常サイズのLDLを含む比重d<1.044g/mlのリポ蛋白を凝集させ、small, dense LDLを分離し、次いで、 small, dense LDLコレステロールを測定する。本測定法はフィルター遠心チューブを用いることにより高カイロミクロン検体でも正確にsmall, dense LDLを分離、測定することができる。本測定法では再現性、直線性も良好で、共存物質に影響されない結果が得られた。既報の測定法である超遠心分離法、電気泳動法、NMR法、HPLC法との比較ではすべて良好な相関性を示し、中でも超遠心法と最も高い相関係数を示した (r=0.927)。本測定法は、簡便であり特別な測定機器も必要としないことから、small, dense LDL測定法として広く普及することが期待される。
著者
眞壁 宏幹
出版者
教育思想史学会
雑誌
近代教育フォーラム (ISSN:09196560)
巻号頁・発行日
vol.21, pp.67-79, 2012-10-13 (Released:2017-08-10)

本司会論文は、西村拓生会員によって示されたシュタイナーのシラー解釈を、シラー『美育書簡』の再読を通して検討し、シラーの『美育書簡』の核心が、美・芸術による「脱・像化Entbildung」の経験を通した「陶冶Bildung」にあることを示し、この陶冶プログラムが学校教育の枠を超える文化プロジェクトだったことを示す。
著者
永田 雅彦 柴田 久美子 入交 眞巳 Luescher Andrew U
出版者
Japanese Society of Veterinary Dermatology
雑誌
獣医皮膚科臨床 (ISSN:13418017)
巻号頁・発行日
vol.7, no.2, pp.13-16, 2001

アレルギー性皮膚疾患と診断されていた猫2例に精神的要因の関与を認めた。1例目は10カ月齢, 雌のラグドールで, 3カ月齢より舐性行動や過敏症候群がみられた。アレルギーが疑われたが種々のアレルゲン回避で改善がなく, 精神療法と塩酸フルオキセチンなどで略治したことから精神的要因の関与が示唆された。2例目は4歳齢, 避妊雌の雑種猫で, 1年前より非定型的な好酸球性肉芽腫がみられた。初発時にノミ寄生と皮膚炎がみられたがノミ防除で改善せず, 複数のアレルギーを考慮した。除去食も有効であったが腹部の対称性脱毛が持続し, 精神療法と塩酸フルオキセチンなどで略治したことから精神的要因の関与が示唆された。
著者
遠藤 智比古
出版者
日本英学史学会
雑誌
英学史研究 (ISSN:03869490)
巻号頁・発行日
vol.1990, no.22, pp.119-136, 1989

When I found that the equivalent to hippopotamus was Kawamuma (河馬) in <I>AN ENGLISH-JAPANESE DICTIONARY</I> ('薩摩辞書') in 1869, I wanted to know when and how Kawamuma changed into Kaba (河馬).<BR>In Dutch-Japanese dictionaries compiled in the Edo era, I couldn't find the entry word of 'nijlpaard' which is the Dutch equivalent to hippopotamus.<BR>A Chinese word河馬first appeared in <I>A POCKET DICTIONARY OF THE ENGLISH AND JAPANESE LANGUAGE</I> ('英和対訳袖珍辞書') in 1862. How was the translation of河馬made?<BR>After presenting a report at the regular monthly meeting in May, 1988, the writer found'地球説略'which was put guiding marks beside Chinese characters by Gempo Mitsukuri (箕作阮甫).In this book, hippopotamus appeared as海馬.And by comparing'海國圖志'which was put guiding marks by Gempo Mitsukuri, '海國圖志'in the original in 60 vols. and the enlarged edition of which in 100 vols., the writer deduces that Gempo Mitsukuri played an important role in the introduction of the Chinese word河馬.<BR>According to the writer's research, '改正増補英語箋'in 1872 was the oldest book in which hippopotamus appeared as河馬with small <I>kana</I> printed alongside the Chinese characters.
出版者
日経BP社
雑誌
日経バイト (ISSN:02896508)
巻号頁・発行日
no.200, pp.26-29, 2000-02

Linuxカーネルの新版2.4のプレリリース版が2000年初めに公開される。クライアント向けと大規模サーバ向けという両極端の分野に向けて機能強化を同時に施しており,すでに浸透したミッドレンジのサーバからさらに守備範囲を広げて全方位に利用できるOSを目指す。正式版の公開時期は2000年第1四半期の見込みで,2000年2月に発売されるWindows 2000と真っ向から勝負することになる。
著者
嶋澤 順子
出版者
一般社団法人 日本公衆衛生看護学会
雑誌
日本公衆衛生看護学会誌 (ISSN:21877122)
巻号頁・発行日
vol.5, no.3, pp.250-258, 2016 (Released:2016-12-22)
参考文献数
19

目的:市町村保健師による精神障害者地域生活支援内容を明らかにし支援方法への示唆を得ることである.方法:4市町村の精神保健福祉担当課に所属する保健師4名に半構造的面接調査を実施し,質的記述的分析を行った.結果:支援内容は,ニーズの顕在化による支援の開始や集中,医療継続の確認と調整,当事者の主体的な精神病症状管理促進による悪化の予防と対策,家族の助力の確認と維持,世帯の経済的安定維持に向けた親族・専門機関との調整,在宅ケアサービスの適用とモニタリング,生活者である本人と周囲の人々との関係性把握と調整,主体的に自立していくことへの支持と促進,の8カテゴリーであった.結論:支援は,多様な相談経路からの導入に続き医療と地域生活継続の基盤形成,次いで生活者として地域に生きる力の獲得というプロセスであった.方法として,プライマリレベルの多様な相談を受けて医療につなげる,他機関からのサービスと協働し補い合いながら家族を支える,障害者がその人らしく生きていける居場所を地域の中につくる,という示唆を得た.
著者
中田 善久 斉藤 丈士 梶田 秀幸 大塚 秀三 春山 信人
出版者
日本建築学会
雑誌
日本建築学会構造系論文集 (ISSN:13404202)
巻号頁・発行日
vol.82, no.738, pp.1145-1154, 2017 (Released:2017-08-30)
参考文献数
17
被引用文献数
3 4

The authors have carried out the experiments to identify the effects on fluidity, resistance to segregation, strength, Young's modulus, dry shrinkage and durability of high-strength concrete when unit water content was varied in high-strength concrete while unit bulk volume of coarse aggregate was fixed, or the volumetric ratios of cement paste and fine aggregate were varied. Three types of cement, ordinary Portland cement, moderate-heat Portland cement and low-heat Portland cement, were used. Limestones were adopted as coarse aggregate. Water-cement ratio was varied with 45, 35 and 25%. Analysis were carried out in concern with properties of fresh concrete, properties of concrete hardening, and properties of hardened concrete where unit water content was varied. When water-cement ratio was 35%, changes in the properties of high-strength concrete with hard sandstones used as coarse aggregate owing to the increase of unit water content were also examined. As a result of the experiments, it was found that increasing of the water content caused no segregation of materials, facilitation of handling, reducing of changes in the retention of slump and slump flow, increasing of flow velocity in L-box tests and increasing of bleeding only slightly. Few effects were observed on the initial properties and on the properties of hardened concrete. Based on the above, it is assumed that slightly increased unit water content in the range between 5 to 10 kg/m3 in high-strength concrete with fixed unit bulk volume of coarse aggregate will improve construction performance without great affection of the quality parameters while the deterioration of the parameters has been afraid when unit water content was increased.
著者
中田 善久 斉藤 丈士 梶田 秀幸 大塚 秀三 春山 信人
出版者
日本建築学会
雑誌
日本建築学会構造系論文集 (ISSN:13404202)
巻号頁・発行日
vol.83, no.748, pp.751-761, 2018 (Released:2018-06-30)
参考文献数
14
被引用文献数
3

The authors have carried out experiments to identify the effects on fluidity, separation resistance, strength, Young's modulus, drying shrinkage and durability of high-strength concrete when sand-total aggregate ratio was varied. In high-strength concrete while water-cement ratio and cement-paste volume was fixed, that is, volumetric ratios of coarse aggregate and fine aggregate were varied. Three types of cement, normal portland cement, moderate-heat portland cement and low-heat portland cement, were used. Limestones and sandstones were adopted as coarse aggregate. Water-cement ratio was fixed as 35%. Unit water content was fixed as 170kg/m3. Analysis were carried out in concern with properties of fresh concrete, properties of concrete hardening, and tendency of properties of concrete where sand-total aggregate ratio was varied. As a result of the experiments, If sand-total aggregate ratio is smaller than general range, impression of state of fresh concrete tends to be somewhat impaired, but even if sand-total aggregate ratio is somewhat larger than general range, impression of state of fresh concrete is it was not compromised. However, when sand-total aggregate ratio is large as addition rate of high-performance AE water-reducing agent is significantly large, impression of state is impaired due to separation of fresh concrete in addition to increase in bleeding and delay of settling-time. In hardened concrete, influence of sand-total aggregate ratio on compressive strength is small, As sand-total aggregate ratio is larger, tendency of young's modulus to slightly decrease, tendency of length change by drying to slightly increase, tendency of carbonation depth to slightly increase. Based on the above, high-strength concrete may possibly obtain hardened concrete of required quality even if sand-total aggregate ratio is increased somewhat within range where separation resistance is not impaired in consideration properties of fresh concrete.
著者
宮田 敦典 中田 善久 大塚 秀三
出版者
日本建築学会
雑誌
日本建築学会構造系論文集 (ISSN:13404202)
巻号頁・発行日
vol.83, no.751, pp.1217-1227, 2018 (Released:2018-09-30)
参考文献数
38

It is significant to accurately grasp the pressure loss per unit length of pipeline in calculating total pressure of pipeline. The standard value of pressure loss per unit length of pipeline is shown in recommendation for practice of placing concrete by pumping methods. The standard value of pressure loss per unit length of pipeline were obtained from pumping experiment conducted around 1970. But, mix-proportion and concrete materials has changed compared to the 1970s. Especially, design strength has risen compared to the 1970s, and high-range AE water reducing agent was developed and has spread. Therefore, concrete that has been used recently can't apply the standard value of pressure loss per unit length of pipeline. So this study aimed to reveal influence of mix-proportions on the pressure loss per unit length of pipeline by literature survey and pumping experiment. In the first, we studied the influence of water-cement ratio on the pressure loss per unit length of pipeline. Pressure loss per unit length of a pipe tended to be roughly proportional to the square of cement-water ratio. Next, we examined pressure loss per unit length of pipeline for each slump of concrete that more than W/C 45%, and we examined pressure loss per unit length of pipeline for each unit water content of concrete that less than or equal to W/C 45%. As a result, pressure loss per unit length of pipeline tended to increase when slump decrease and unit water content is low. And we derived the relational expression between pressure loss per unit length of pipeline and true output capacity. In additions, this paper proposed standard value of pressure loss per unit length of pipeline of concrete that more than W/C 45% on the basis of literature survey results. Finally, we confirmed the validity of the relational equation obtained from literature survey by pumping experiment. This paper shows a result of pressure loss per unit length of pipeline of concrete with normal portland cement. Therefore, we should does experiment of test pumping with reference to result of this paper when we use concrete with cement and materials other than normal portland cement.
著者
中田 善久 斉藤 丈士 西 祐宜
出版者
日本建築学会
雑誌
日本建築学会構造系論文集 (ISSN:13404202)
巻号頁・発行日
vol.84, no.762, pp.1021-1031, 2019 (Released:2019-08-30)
参考文献数
23

Experimental research was conducted to clarify fundamental characters of high-strength concrete plasticized by air-entraining and high-range water-reducing admixture. Plasticized high-strength concrete was water cement ratio of 28 to 48%, and target slump-flow was fluidized to 50cm using air-entraining and high-range water-reducing admixture. Investigated items are adsorption characteristics of air-entraining and high-range water-reducing admixture and influence of the difference of various conditions of water cement ratio, unit water amount, slump before plasticization, environmental temperature, fluidization time on properties of plasticized high-strength concrete. As a result, air-entraining and high-range water-reducing admixture showed different adsorption characteristics during mixing and plasticization, and at plasticization, fluidity could be increased with less use than at mixing. Considering the adsorption characteristics of air-entraining and high-range water-reducing admixture, the agglomeration characteristics of cement is thought to change markedly within 180 minutes from 120 minutes after mixing. The decrease in slump-flow amount after plasticization of plasticized high-strength concrete is larger than that of standard high-strength concrete. Also, slower the plasticization time, larger the decrease in slump-flow amount. The setting time of plasticized high-strength concrete tends to be faster than standard high-strength concrete, and the difference increases as environmental temperature to colder. Among properties of hardened concrete, effect of plasticizing by air-entraining and high-range water-reducing admixture on compressive strength, Young's modulus and drying shrinkage ratio was small. From the above results, high-strength concrete plasticized by air-entraining and high-range water-reducing admixture has same points to be noted as conventional plasticized concrete, such as decrease in slump-flow amount after plasticization is larger and setting time faster. However, it is possible to obtain hardened concrete comparable to standard high-strength concrete while reliably obtaining necessary slump-flow.
著者
梶田 秀幸 中田 善久 桝田 佳寛 笹倉 博行
出版者
日本建築学会
雑誌
日本建築学会構造系論文集 (ISSN:13404202)
巻号頁・発行日
vol.84, no.761, pp.905-915, 2019 (Released:2019-07-30)
参考文献数
19

In this study, with high strength concrete ranging from slump 21 cm up to slump flow 60 cm as the applicable range; in order to shed light on the steady-state flow of fresh concrete in inclined flow test apparatus, we compared and examined the velocity at the tip of the flow determined the vicinity of the gate and the velocity at the tip of the flow of the inclined portion determined from near the end of the test apparatus. Then, based on the relationship between the apparent shear strain rate and the apparent shear stress determined from the velocity at the tip of the flow of near the end of the test apparatus in the inclined portion, we calculated the apparent yield value and the apparent plastic viscosity, and we examined it appropriateness by comparing with the yield value and the plastic viscosity calculated by Terada et al. In addition, we carried out a pumping experiment with an actual pipe length of about 35m, and in addition to confirming the appropriateness of the apparent yield value and the apparent plastic viscosity from the change in the quality of concrete before and after pumping, with regard to evaluation of pumpability of concrete from the relation of pressure loss inside the pipe, we compared and examined with the outcome of the studies conducted by Wami et al. and Terauchi et al. As a result, the following findings were obtained. (1) By measuring the velocity at the tip of the flow of near the end of the test apparatus in the flow portion of the inclined flow test apparatus, we measure the velocity at the tip of the flow where deformation and flow due to the weight of the concrete is close to the steady-state flow, and we could obtain appropriate apparent yield value and apparent plastic viscosity. (2) We proposed the test method of apparent rheological constants determined from the velocity at the tip of the flow of near the end of the test apparatus in the flow part of the inclined flow test apparatus. (3) As a result of investigating the changes in the quality of concrete before and after pumping, values of the apparent yield value and the apparent plastic viscosity obtained from the inclined flow test were appropriate, and the apparent plastic viscosity may evaluate the viscosity of the concrete. (4) As a result of investigating the relationship with pressure loss inside the pipe, it was found that the apparent plastic viscosity obtained from the inclined flow test shows the plastic viscosity of concrete, and it suggested that it may be possible to evaluate the pressure loss inside the pipe from the product of apparent plastic viscosity and actual discharge amount.
著者
永松 敦 Atsushi NAGAMATSU 宮崎公立大学人文学部 Miyazaki Municipal University Faculty of Humanities
雑誌
宮崎公立大学人文学部紀要 = Bulletin of Miyazaki Municipal University Faculty of Humanities (ISSN:13403613)
巻号頁・発行日
vol.28, no.1, pp.221-265, 2021-03-10

コロナ禍による大学の遠隔授業は、現在、社会問題化している。教員と学生、そして、学生同士が対面することがないまま2020 年度の前期授業は終了した。後期となり、やや対面授業の兆しが見えたものの、まだ全面的な解禁にはほど遠い状況である。こうした状況下で、オンラインによる教育・研究効果は得られないものか、を探るために、日本・中国・韓国と結びオンライン・シンポジウムを実施した。この発想はゼミ生による韓国、蔚山大学校の学生との交流から生まれたものだった。そこに、日中韓の研究者が集まり、壮大な「十五夜シンポジウム」へと発展していった。コロナ禍がなければ、到底、誕生しえないシンポジウムであり、将来の国際間の共同研究への道も開拓された。 現在、文部科学省が、対面授業が5 割未満の大学を公表する方針を打ち出していることが話題となっている。果たして、遠隔授業は、対面授業よりも効果は低いのだろうか。遠隔授業には対面授業にはない可能性を秘めているのではないのか、こうした視点から研究ノートとして実践例を書きとどめておくことにした。
著者
米盛 徳市 玉那覇 清 Yonemori Tokuichi
出版者
琉球大学教育学部附属教育実践研究指導センター
雑誌
琉球大学教育学部教育実践研究指導センター紀要 (ISSN:13425951)
巻号頁・発行日
no.1, pp.191-212, 1993-10

企業におけるOA化が進展するなか、商業高等学校の情報教育(商業教育)は、啓蒙・開発・試行の段階から本格的な実施段階に突入し、文部省は教育現場に新たな教育内容への転換を要求している。沖縄県の具志川商業高等学校が、実践的商業教育の新しい試みとして「事務実務」を平成2年4月に開設した。本科目で商業教育の集大成を図り、中途退学に歯止めを掛けることである。新たな模索は、生徒自身が実会社「具商デパート」を設立し、実運営することで、企業の機構や活動の厳しさを学ばせ、「理論から実践」、いわば「座学(机上)学習から本物志向の実践学習」への脱皮を図った。著者らが開発した「実践デパート・レジシステム」は「本物志向の実践学習」を支援するシステムで、実務面ではパソコン数台による取扱商品約1万品目、1日当り売上金額1千万円程度の多角的な会計処理、かつ教育面ではCAI技法、特にKR情報の音声出力、電光掲示板的な表示等を駆使した。公開授業(平成4年9月25日)やリサイクル祭&販売実習(平成4年11月29日)の実務実践で数多くの示唆を得ることができた。
著者
當山 清実
出版者
日本教師教育学会
雑誌
日本教師教育学会年報 (ISSN:13437186)
巻号頁・発行日
vol.19, pp.101-111, 2010

<p>  The purpose of this study is to clarify the effectiveness of INSET(In-Service Education and Training), a system that has been operating since 2006 for the professional development of "excellent teachers" who have received an annual recommendation at prefectural level and commendation from the Minister of Education, Culture, Sports, Science and Technology.</p><p>  In this study, it is assumed that data collected from questionnaires completed by excellent teachers reflect successful models of professional development in the teaching profession. This paper particularly analyzes the effect of self-development on professional development, one of the main targets of INSET.</p><p>  How could these excellent teachers come to achieve a level of professional development which deserves commendation? Their life courses, in terms of college of education, selection, placement and transfers, INSET and so forth, can serve as model cases for the personnel management of successful teachers. Although there are many factors involved in professional development, INSET is especially important, because it is directly connected with educational practice.</p><p>  Results of the questionnaire analysis show the responses of excellent teachers are as follows. First, the effect of self-development on professional development is higher than other effects of INSET. Second, there are four main concepts of self-development which can influence their professional development and experience. Third, excellent teachers are likely to sacrifice their time for and spend considerable money on self-development. Finally, self-development is a base for professional development, and because various training supplements itself, a marked synergy effect is created.</p><p>  For the future, it is necessary to expand the scope of this study to encompass the effects of "On-the-Job Training" and "Off-the-Job Training", and to conduct a comprehensive analysis by additionally conducting interview studies.</p>
著者
澤井 喜邦 加藤 大也 釜谷 直人 片田 直幸 伊藤 光泰
出版者
一般社団法人 日本糖尿病学会
雑誌
糖尿病 (ISSN:0021437X)
巻号頁・発行日
vol.56, no.12, pp.938-942, 2013-12-30 (Released:2014-01-15)
参考文献数
11
被引用文献数
2

症例はインスリン自己免疫症候群(IAS)と診断された73歳の女性.71歳時に進行直腸癌に対し低位前方切除術を受けた.術後5-FUなどを用いた化学療法を施行した.73歳時に後腹膜再発による回腸浸潤を認め後腹膜転移巣切除と回腸切除を施行した.術後7日目に低血糖昏睡を生じその後毎日低血糖を生じたため術後17日に当科入院となった.低血糖発作時の血糖値は45 mg/dlで血清インスリン305 μIU/ml,インスリン抗体が陽性でScatchard解析の結果k1=0.1135×108 l/mol, b1=1.7×10-8 mol/lと低親和性高結合量の抗体性状を有することからIASと診断した.IgEインスリン抗体も陽性だった.HLA-DRB1*0406, *04051とIAS感受性と抵抗性アリルを併せ持つ稀な型を認めた.低血糖は補食で対応でき約半年で自然軽快した.直腸癌の後腹膜再発・回腸浸潤の手術後にHLA-DRB1*0406, B1*04051に発症したIASは興味深い.本例のIASは回腸手術が誘因の免疫寛容消失が関与した可能性が考えられた.