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        Rimbaud 의 빛의 Image

        임채문 한국불어불문학회 1984 佛語佛文學硏究 Vol.19 No.1

        Le but principal de cette the`se est d'examiner les e´tapes de l'aventure spirituelle de Rimbaud sur la base de l'image de lumie`re qui est fre´quente dans ses oeuvres. Nous allons e´lucider premie`rement l'aspect de la lumie`re chre´tienne, deuxie`mement, celui de la lumie`re solaire, et dernie`rement, celui de la lumie`re lueur. La lumie`re chre´tienne lui symbolise a` la fois la conscience des vices; l'amour du sacrile`ge et la luxure. Il recherche le salut spirituel, mais il veut aussi la liberte´ dans le salut. Il veut la liberte´ absolue et essaie de de´passer la limite de la condition humaine, tandis que la religion fait reconnai^tre a` l'homme sa faiblesse et la restreinte de sa liberte´. Rimbaud est un homme trop orgueilleux pour suivre la doctrine de la foi chre´tienne. Il se confie donc a` la lumie`re solaire. La lumie`re solaire lui symbolise l'e´tat de bonheur. C'est ainsi qu'il se nomme le "fils de soleil." Son de´sir est de vivre en tant qu'homme de la nature et dans l'e´tat d'homme primordial. C'est pourquoi il exprime parfois le de´sir de s'ane´antir dans le soleil. Mais la re´alite´ pe`se lourd de nouveau et il veut se faire "voyant" pour rechercher l'absolu et l'ide´al dans les choses. Par cette tentative, Rimbaud entrevoit le monde de la lumie`re lueur ou` il atteint l'audela` de la re´alite´ phe´nome´nale et contingente. Il arrive a` l'e´tat d'extase, de lueur ou de sommeil par son de´re`glement fameux de tous les sens. Dans cette condition chaque chose e´clairs et e´clate. La lumie`re transparente s'exhale du poe`ts lui-me^me. Toutes les choses sont libres, se correspondent, et il y a l'harmonie et la douceur entre elles. C'est le monde d'illuminations.

      • 도로 공사중의 교통류 특성분석과 적용성에 관한 연구 -고속도로와 일반국도를 중심으로-

        임채문,이주호,박영환 대구대학교 과학기술연구소 2000 科學技術硏究 Vol.7 No.2

        It is the actual condition that the increasing traffic delay and accident caused by inefficient management on various construction by occupying the roadways. Since almost roadway improvements are for the public convenient, negative effects by them are ignored But now due to the increase of traffics demand and limitation of road supply, the positive management scheme and treatment plan on the constructions must be considered. Thus, to the extent of this study divides uninterrupted flow into freeways and the Highway, yielding the time spread between under construction and not, that is delay time, we build capacity and delay model in the change of traffic volume and occupying length.

      • 여행속도에 따른 Q-V관계식 산정에 관한 연구

        임채문,정우영,공창환,홍익상 대구대학교 과학기술연구소 1995 科學技術硏究 Vol.2 No.1

        The purpose of this study is to estimate a suitable traveling speed model based on using the traffic data collected by test-vehicle traveling method and the data on road geometric and operating characteristics. The conclusions of this study are as follows. In travel speed model(Q-V), regression model (V=9.635+0.0169L - 0.00045Q - 2.1926N, R²=0.76) the important independent variables are speed is closely related with distance, traffic volume and the number of traffic lane, form the result of speed-flow regression analysis, link travel speeds are influenced by link distance, traffic volume, and the number of lanes. As expectedly by the most significant factor influencing link travel speeds. The changing of traveling speed according to section distance is appeared large. According to the result of analysis of travel speed and traffic density model(Q-K), as according the that density increases the travel speed is decreases, on the other hand travel speed increases, the density decreases. The speed equation (u=68.72e^(-k/22.6)) is derived by form the Q-K relationships founded form the study, traffic volume increases as traffic speed increase up to the critical traffic density. If traffic volume decreases when traffic density is abduce the critical traffic density. Using Q-V equation estimated by regression analysis and Q-K equation estimated by density, Traffic value test was accomplished by computer program(TRANPLAN). There were difference between too test, however, the deviation was small. On case of using program, the application extent we considered, is between 25Km/h - 60Km/h. Traffic volumes obtained from TRANPLAN are governably 10% larger than traffic volume estimated form Q-K model. However the difference of the critical traffic density bow Q-K model and TRANPLAN, are relatively small. It is desirable to reduce traffic volume by 0.7∼9% over all, speed range when TRAPLAN is applied in Q-K relationship.

      • 三角測量의 誤差調整方法에 관한 硏究

        林采文,洪益相 대구대학교 기초과학연구소 1993 基礎科學硏究 Vol.10 No.-

        Triangulation is a mode of survey performed to decide with precision through triangulation the position of triangulation station, a basic point, which constitutes the frame in traugsing, topographic survey, cadastral survey and others. For each triangulation station in triangulation, the survey of all angles should satisfy the three conditions. No matter how prudently observed, there will always be errors and the three conditions are not fulfilled, so all the observed angles should be adjusted to satisfy the above conditions, In this study, adjustment, adjustment value and precision are attemped for review by means of approximate method and angle equation of horizontal in triangulation of central triangular net which will decide one point from already known triangulation station.

      • 도로선형설계에서 완화곡선의 효율적인 이용 MODEL - 도시가로 및 지방도를 중심으로 -

        임채문,조철호,박준 대구대학교 과학기술연구소 1997 科學技術硏究 Vol.4 No.3

        Now, at the transition part the cubic parabola of old models is mainly used at the design of railway and clothoid curve is mainly used at the design of highway. But, it is difficult to use the clothoid curve in planning street or highway and it is rejected nowdays because of several confinement. So, the object of this study is to propose the efficient and easy model to use at the transition curve, and then to suggest it's usage, The result of this study are as follows. 1. The result of analysis about the danger of superelevation of design speed and running speed acording to the speed and the curve radius show that most part are dangerous, and the diggerence of value is 24.6% when a car is running by the speed of 90km/hr of which design speed is 60km/hr. 2. The currently used transition curve is used to be equal with the cubic parabola and clothoid curve at the B.B.C. but the bigger the tangent angle is the bigger the difference between the R' of B.C.C. and the R of circular curve. 3. In this study, the result of analysis of efficint and easy model to use at transition curve are as follows, Hoffman and Schramm's horizontal alignment, elliptic equation, non-linear mutiple regression model. After thorough examination, the non-linear mutiple regression model is decided as the most efficient model.

      • 대구시 간선가로망 구축에 의한 입체 교차로의 효율성에 관한 연구

        임채문,공창환,정우영 大邱大學校 科學技術硏究所 1994 科學技術硏究 Vol.1 No.-

        It is necessary to establish a link organization to device the transportion planning relieving traffic congestion. Therefore, this study has established a principal link centering around Taegu city, and reviewed the efficienay of the grade intersations and the 3-Dimensional intersations. The results of this study are as fallow; This study has established each circulation lane by Grid partition and Daiiy Traffic Volume (the 1st circulation lane; 000m, the 2nd circulation lane; 800m, the 3rd circulation lane; 1000m) The delay model of a length is t₂= exp(3.0091 +0.001242x)k (R²=0.78). The conversion of traffic volume into turning point the grade and 3-Dimensional intersection at single intersection is different by the distance between intersections. The decrease of total link delay is minute by one or two 3-Dimension on a intersection, and the 3-Dimension on the 2nd and and circulation lane is more effective than the 1st circulation lane. In the case of multi-intersections, passing time on the 3-Dimension passing throuth the urban center and the bypassing road has a little difference. For that reason, the bypassing route must be considerd instead of the 3-Dimension passing throuth the unban center. So an examination and re-settlement of the future pricipal link is necessary to organze the principal link on Taegu city using other factor.

      • GPS技法에 依한 移動體의 位置測定

        임채문,안승섭 대구대학교 (한사대학) 산업기술연구소 1991 産業技術硏究 Vol.10 No.-

        This paper explores the research under way in developing an automatic measuring of a navigation by Global Positioning System(GPS) technique with equipped NavTrac model(manufactured by Trimble Ltd.). An experimental cruising assess the accuracy of the GPS for the dimentional navigation. The GPS position was analyzed in terms of the plane coordinates(X,Y), which are gained the transformation of WGS-80 to Tokyo coordinate. From results of the test cruising, differenes between actual and cruised are did not exceed±25m. This error bound assumed to be an heuristic discriminative region at 1/25,000 base map. The use of this GPS positioning technique would be well suited for a variety of application where cost effectiveness becomes an importance factor.

      • 道路交通에 있어서 運轉者 注視特性分析과 그 適用性에 關한 硏究(Ⅰ)

        임채문 대구대학교 산업기술연구소 1987 産業技術硏究 Vol.6 No.-

        The subject of this research work is to study the driver's vision and eye-movement characteristics under the different conditions of road, traffic and driving. The analysis of this investigation was conducted spatially or temporaly into three parts; eye-mark distribution, viewing-time percentage and fixation duration. It was found that eye mark distribution depend on the driving condition and road condition, with a certain tendency in the centralization. For horizontal observation, the distributions were symmetrical in general, and the axes slipped left word for specific driving more than for free driving. the vertical observations were almost the same in both cases. Viewing-time percent depends mainly on the condition of driving, free or specific. in the general, the road surface and preceding vehicle categories have in the highest ratios. Fixation duration clarify that the driver is momentarily watching the signs or singals or road or preceding vehicle several time (2.5, 6.3, 2.5, 6.3 times on average) in oder to get their message.

      • 통근교통 수단선택에 대한 연구

        임채문,권강훈,구경남 대구대학교 과학기술연구소 1999 科學技術硏究 Vol.5 No.5

        The growth of auto ownership which was resulted by a rapid growth of economy and population caused a terrible transportation problem. This problem will not be improved by the supply of transportation facility. These days, it is natural for every foreign country to give a priority to the public transportation. Namely, it is necessary that the policy for travellers to attract from auto to public transportation is needed. Therefore, the purpose of this study is to find a basic idea for attracting auto users to public transportation. This study is largely divided into 3 parts. First, a travel mode choice model was estimated by using which is all the sample. Second, the mode choice models were estimated with the market segmentation divided by residential and work location. Third, the policy analysis was performed by using the estimated model.

      • 大邱市 生活道路의 整備方向에 關한 硏究

        임채문,박영환,정만표 대구대학교 과학기술연구소 1995 科學技術硏究 Vol.2 No.2

        Today, it has been taking a serious view to make comfortable circumstances that are free from pollution, traffic problems, energy shortage, etc. Therefore, when we plan to improve the road condition in city, we should give priority to building familiar community road. Taking account of this, in the study I have studied the case and policies of foreign countries to community road. The results of this study can summarized as follows. 1 It should be accepted to equip large humps or round shaped humps (length:3.7m, height:l0.cm) that ate generally used in Austria. There is no doubt that traffic signs should be equipped before these humps. 2 Each zone of daily life should be setted up by range of about 1km2 and it should be given various traffic regulations or safety facilities for pedestrians, bicycles (especially, children or the old.l) 3 As living environment is getting worse by inflowing of passing cars, it is important to protect pedestrians, bicycles from cars. Generally, the policy to prohibit large cass(like trucks)into living aces has been taken. In addition to this, from now all the cars(like trucks) into living area has should be excluded from the area, except special cases. 4 The policy that pedestrians should be prior to cars must be enforced in Taegu city, and community road for both pedestrians and cars should be designed. 5 When plan to organize the network of pedestrian lane or bicycle road, we should collect public opinion and policies of executive organizations. Especially, in the case of giving great influence on community transportation as redevelopment of around railroad station, the schemes should be included how to connect pedestrian with car or public transit. Doing all this, the planner should consider the synthetic transportation planning for the small district in urban area.

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