The purpose of this study is to analyse the research trends and to find a future direction in the area of clothing construction in Korea. The data were included articles on clothing construction published in the five major journals from 2000 through 2008 in Korea. The identified 513 articles were categorized in eight areas: design related clothing construction, study of body types, study of patterns, size of apparel, fitting of clothing, protective clothing and functional clothing, sewing and the others. In the results of examining the percentage of articles on clothing construction among articles published in each journal, the percentage of articles on clothing construction was highest as 21.2% in the Journal of Korean Home Economics and next, 19.3% in the Research Journal of the Costume Culture. As to the percentage of research on clothing construction according to theme, research on protective clothing and functional clothing were largest as 28.2%, and next, research on body types as 18.9%, and research on garment size systems as 10.5%. Research on protective clothing has increased remarkably since 2000, and particularly in 2004 it was so active that it occupied 44.1% of research on clothing construction. Next, with regard to the subjects of research, research with female subjects was more frequent than that with male subjects according to gender, and research with men and women in their twenties was most frequent according to age. These results show somewhat unbalanced tendencies in terms of research subjects.

The purpose of this study is to investigate the history, space structures, blueprint, and techniques of the construction of Nam-hea city walls. Nam-hea city walls were relocated in 1439 from Whagumhun-Sansung(火金峴山城) to the present site, nearby Nam-hea Um.(南海邑) The city walls were rebuilt after they were demolished during Japanese invasion on Korea in 1592 and their reconstruction was also done in 1757. At present, the city walls only partially remained due to the urbanization of the areas around them. A plane form of the City wall is a square, and the circumference is approximately 1.3km. According to the literature, the circumference of the castle walls is 2,876尺, the height is 13尺, and the width is 13尺 4寸. Hang-Kyo(鄕校). SaGikDan(社稷壇), YoeDan(厲壇), SunSo(船所) which is a harbor, as well as government and public offices such as Kaek-Sa(客舍) and Dong-Hun(東軒) existed inside the castle walls. Inside the castle walls were one well, five springs, one ditch, and one pond, and in the castle walls, four castle gates, three curved castle walls, and 590 battlements existed. The main government offices inside castle walls were composed of Kaek-Sa, Dong-Hun, and Hang-Chung(鄕廳) their arrangements were as follows. Kaek-Sa was situated toward North. Dong-Hun was situated in the center of the west castle walls. The main roads were constructed to connect the North and South castle gate, and subsidiary roads were constructed to connect the East and West castle gate. The measurement used in the blueprint for castle wall was Pobaek-scale(布帛尺:1尺=46.66cm), and one side of it was 700尺. South and North gate were constructed in the center of South and North castle wall, and curved castle walls was situated there. One bastion was in the west of curved castle walls and two bastions were in the east of curved castle walls. The east gate was located in the five eighths of in the east castle wall. Two bastions were situated in the north, one bastion in the south, and four bastions in the west castle wall. The castle walls were constructed in the following order: construction of castle field, construction of castle foundation, construction of castle wall, and cover the castle foundation. The techniques used in the construction of the castle walls include timber pile(friction pile), replacement method by excavation.

The examples of developing a building site after the Woongjin period are mainly found in temple sites, tile-roofed building sites of unidentified features, and palace remains including the pavilion site with the river in the front(임류각지) inside the Castle of Gongsan, Gongjoo,. In case of the Hanseong period, a glimpse of the features has been gained in Poongnab mud castle and Mongchon mud castle, but the excavated relics are not yet enough to make some data out of them. After the Woongjin period of Baejae, the earth-ramming development method was used mostly to construct a building site, which is divided into horizontal and slant raising of the ground level. Both are used simultaneously, but there are the significant differences in the way of raising the ground level between them. Particularly, in case of the Wanggoong-ri relics in Iksan, the ground level was raised in a narrow line slantly, which is differentiated from other slant raising of the ground level, and its time of construction also is after that of others. In addition, the board-building development method used for narrow space is usually found in the remains since the seventh century. However, there are not enough the relics of Baekjae to reveal the whole aspect of building site development. It should be studied later through the subsequent excavation and research.

Bacillus thuringiensis 1-3 (Bt 1-3), belonging to subsp. aizawai (H7), showed different characteristics in plasmid profiles from type strain and had cry2A gene in addition to cry1Aa, cry1Ab, cry1C and cry1D. To clone its plasmids and construct E.coli-Bt shuttle vector, we constructed the plasmid capture system (PCS) by inserting attB sites including lacZ between transposable elements (designated as pPCS-Troy). Through in vitro transposition with total plasmids DNA of Bt 1-3, 53 clones were acquired and their sizes were approximately 10 kb. Based on the sequence analysis, they were classified in four groups showing similarities with four known Bt plasmids, pGI3, pBMB175, pGI1 and pGI2, respectively. One of pGI3-like clones, named as pBt1-3, was fully sequenced and its putative open reading frames (ORFs), Rep-protein, double-strand origin of replication (dso), single-strand origin of replication (sso), have been identified. The structure of pBt1-3 showed high similarity with pGI3 which is one of rolling-circle replication (RCR) group VI family. As a donor for construction of shuttle vector, pDonr-attPEm vector harboring erythromycin resistant gene between attP sites was constructed. Through BP recombination with pPCS-Troy-cloned Bt plasmids and pDonr-attPEm, erythromycin resistant gene was transposed to Bt plasmids. This scheme proposes that in vitro transposition using pPCS-Troy and BP recombination using pDonr-attPEm can easily clone Bt plasmids and construct novel shuttle vectors.

Recently, the genome of Spodoptera litura granulovirus (SlGV) which encodes 133 putative open reading frames (ORFs) was completely sequenced. In this study, to screen novel insecticidal genes of SlGV, we first constructed an advanced plasmid capture system, pPCS-TPI, which contains not only pUC19 ori and ampicillin resistance gene but also Autographa californica nucleopolyhedrovirus (AcMNPV) ORF603 and ORF1629 homologous region between Tn7L and Tn7R. In order to introduce genomic segments of SlGV into the genome of AcMNPV, genomic DNA of SlGV was digested with EcoRI and self-ligated. These self-ligated segments were in vitro transposed with the pPCS-TPI donor by the help of TnsABC* transposase. By this, 10 EcoRI-digested genomic segments of the SlGV were cloned, and these clones were co-transfected with the bApGOZA DNA into sf9 cells to generate corresponding recombinant virus, respectively. The resulting recombinant viruses harboring genomic segments of the SlGV could be used to investigate the insecticidal activity and/or other functions originated from the introduced genomic segments of the SlGV.

This paper reports on the semantics study regarding the words expressing ‘Space’ in Japanese. The previous studies on Japanese spatial nouns were focused on individual meanings of the vocabulary. The present study, however, sought to categorize each space to each spatial noun in order to sort spatial nouns more systematically. It was found that unlike region-reference spatial nouns, direction-reference spatial nouns could be used in both exterior region-reference and partial region-reference. Partial region-reference is classified with boundary region-reference and interior region-reference. Furthermore, in order to make theoretical frame for translating of nouns which have various meanings, we analyzed the characteristics of sentence structure of Japanese spatial noun /mae/, and proposed “ambiguity analysis rules of spatial noun /mae/. This rule is proposed under the hypothesis that the meaning of /mae/ is determined by the meaning of predicate and the property of reference. This rule also contributes to a job of translation related to ambiguities of spatial-nouns.

A prediction of construction cost in preparation for construction document is calculated in compliance with the unit cost in Public construction of korea. This eventually means that the reasonable construction cost of a building can't be determined before construction document phase cost of construction is settled and that the cost of construction is calculated inefficiently because of connection failing between cost management of detailed estimation and information. To improve those problems, therefore, Cost estimating model of structural building elements with approximate quantity survey method is suggested in this research. The model predict the amount of materials and the cost of construction on the basis of historical similar cases. In the direction of data analysis of this research, ratio statistics value is put to practical use to fit into the peculiarities of approximate estimate of each work trade on the basis of actual data amount of materials of historical cases. In addition, the construction phase is connected through the result of a approximate estimate sorted by elements, details work trade.

Since the 1970's, UNESCO and ICOMOS have adopted or emphasized on the principles of historic preservation. One of them is what to require a repair have not to be repaired beyond the limits of the features and techniques to have been born in those days of establishment. On the premise, this paper is to examine the materials and technique of lime plaster work in order for roof ridge, and for bond paste of stones and bricks in government constructions in the late of Joseon dynasty(17〜19c). The result of this examination will come up with a basic conformity in the case of repairing the building established in the late of Joseon dynasty. This paper is carried out for the proper repair and restoration of architectural cultural properties. Construction reports and other documents in those days are examined for the study. Following conclusions have been reached through the study. The components of old plaster mixtures which agglutinate stones each other were quicklime, perilla oil, and paper fiber. The components of old plaster mixtures which point joint of black bricks consisted of slaked lime, perilla oil, paper fiber, and cereal starch. These components were the same as coat surface of roof ridges. In the case of times, one of the following sand, white clay, sap of boiled elm bark was added to these components for the purpose of high efficiency. These materials and techniques which applied to plaster work of those buildings had developed in the process of making royal tombs. But these materials and techniques were quite different from the present.

본 연구는 산지황폐계류에 시공한 사방공작물이 계곡생태계에 미치는 영향을 분석하고자 시공 전후를 기준으로 조사지점별로 저서성 대형무척추동물의 출현종의 변화분석 및 생물학적 수질평가를 실시하였으며, 그 결과는 다음과 같다. 시공 전 출현한 저서성 대형무척추동물의 총 수는 4문 6강 11목 22과 25종 3,086개체였으나 시공 후 조사에서는 4문 6강 10목 17과 19종 1,208개체로 감소하였다. 특히, 직접적인 사방공작물의 시공이 이루어진 조사지점에서는 시공 후 생물종이 전혀 출현하지 않거나, 극소량만이 채집되어 서식종의 현존량을 기초로 하는 다양도 지수, 풍부도 지수, 균등도 지수가 감소 또는 산출되지 않았다. 저서생물의 군집분석 결과 및 저서성 대형무척추동물의 생태점수(ESB)는 모든 조사지점에서 시공전보다 시공 후에 오수생물계열, 환경상태, 수질등급과 같은 계곡환경질이 저하된 것으로 나타났다. 즉, 시공전 상류는 양호 및 다소 양호, 중류는 다소 불량, 하류는 불량 및 매우 불량으로 분석되었으나, 시공 후 상류 일부 지역을 제외한 나머지 수역은 매우 불량으로 분석되었다. 또한 대상 계류의 수질등급의 경우 시공 전에는 I~III등급 사이로 분류되었으나, 시공 후 대조군을 제외하고는 모두 IV~V등급으로 악화되었다 이와 같이 사방공작물의 시공후 모든 조사지점에서 발생한 저서성 대형무척추동물의 서식 환경 파괴는 개체수의 감소와 수질악화로 이어졌다. 이 결과는 사방공작물의 시공 직후에 조사 분석한 것이므로, 향후 장기간의 모니터링을 통하여 시공한 사방공작물의 재해방지 효과와 함께 계류 생태계의 회복과정에 대한 지속적인 연구가 이루어져야 할 것이다.

합리적 주목 관리의 기초자료를 얻고자 강원도 정선군 하이원 스키장 건설지역에 분포하는 주목 323개체(이식된 57 체 포함)에 대하여 수고, 근원경, 흉고직경, 줄기상태, 동공의 크기, 초두부 상태, 가지고사율, 엽생육상태, 신초생장, 2년생엽 탈락율, 뿌리상태 및 수형을 조사하였다. 조사항목들을 생육상태가 나쁠수록 높은 점수가 되도록 등급화하였다. 조사대상지에 생육 중인 주목은 주로 해발고가 높은 능선부나 북사면에서 자라고 있었다. 백운산 주목의 생육상태는 국내 다른 아고산지대의 주목과 구상나무의 생육상태에 비하여 상대적으로 양호한 것으로 판단된다. 피해주목들은 이식작업에서 뿌리제거, 잔존 목으로 슬로프 공사 시 복토, 터파기로 인한 뿌리 손상 등이 대부분이었다. 주목보존을 위한 몇 가지 방안이 제시되었다.

본 조사는 낙동강 유역의 홍수피해를 저감하고, 경북중부지역의 안정적인 용수를 공급하기 위해 경북 군위군 고로면에 건설 중인 화북댐의 상∙하류 어류조사를 통하여 댐 건설이 하천유역에 특히 수 생태계내의 어류군집에 미치는 영향유무를 파악하여 종 다양성을 보전하고 하천의 건강성을 유지하기 위한 기초자료로 활용하고자 하였다. 화북댐 상∙하류에서 사후환경영향조사 기간(2004~2008년) 중 측정된 수질항목 분석결과 현장에서 측정한 수온, 용존산소, 수소이온농도와 실내분석 항목인 부유물, 총대장균수의 경우 지점별로 다소 계절에 따른 변화를 나타냈지만 큰 차이를 보이지는 않았으나 유기물 및 영양염류 농도에 해당하는 생물학적∙화학적 산소요구량, 엽록소, 질소, 인의 경우 지점별로 매우 큰 폭의 변화를 보였으며 상류에서 다소 높고 하류에서 낮은 경향을 보였다. 중금속 중 비소의 경우 2005년 6월 0.092 mg L-1를 제외하고는 0.05 mg L-1 이하를 나타내어 하천수 수질환경기준 상 사람의 건강 보호 측면에서 규정한 0.05 mgL-1 이하의 범위 내에서 나타나는 것으로 확인되었다. 화북댐 상∙하류에서 어류조사를 실시한 결과 총 7과 19종 10,263개체가 확인되었다. 조사된 어류 중 우점종은 하천 중∙상류에 주로 서식하는 참갈겨니(62.5%)로 확인되었으며 아우점종은 버들치(10.6%)로 나타났다. 조사 구간인 위천 상류에서 확인된 19종 중 한국고유종은 긴몰개, 동사리, 쉬리 등 총 9종(47.4%)으로 나타났으며, 멸종위기야생동∙식물 I급으로 지정된 얼룩새코미꾸리(Koreocobitis naktongensis)가 소수의 개체이지만 포획되었고, 외래도입종은 확인되지 않았다. 군집분석 결과 우점도 지수는 하류로 갈수록 감소한 반면에 다양도, 풍부도 지수는 하류로 갈수록 증가하였다. 우점종인 참갈겨니의 개체군 분석 결과, 길이-무게 상관관계식은 TW=0.000003 (TL)3.2603로서 매개변수 b값이 3.0보다 크게 나타나 개체군의 영양상태가 양호한 것으로 나타났다. 또한 유사시기에 다른 하천에서의 개체군들과 비교분석 결과 size별 평균 비대지수(CF)가 상대적으로 높은 값을 보여 화북댐 유역의 참갈겨니가 다른 지역보다 성장률이 높았다. 화북댐 상∙하류에서 어류 조사 자료를 활용하여 하천건강성평가(IBI)를 적용한 결과, 대부분의 지점에서 양호(26~35)에서 최적(36~40)을 보였으며 지점 5에서 평균값이 가장 높게 나타냈다. 이러한 결과를 바탕으로 지속적인 모니터링을 실시하여 어류에 관한 환경영향평가와 하천건강성평가 등을 통한 화북댐 완공 후 상∙하류 하천의 어류상 변화유무 및 환경영향을 파악하는데 도움이 될 것으로 사료된다.

최근 민간투자에 의한 사회기반시설 확충, 육상 도로망의 직선화 및 최적화를 위해 항만 및 주요 항로를 횡단하는 해상교량 건설이 활발히 추진되고 있다. 이러한 해상교량 건설에 있어 해상이용자의 통항 안전, 항만 운영의 효율화 및 장기 개발 등에 미치는 영향을 충분히 고려하지 않고 경제적인 측면만을 부각하여 건설되고 있다. 이로 인해 해상교량의 위치 및 규모 결정시 해상교통안전 확보를 요구하는 해상이용자와 해상교량 건설주체와 지속적인 갈등이 반복되고 있는 실정이다. 이러한 문제들의 근본적 원인은 항만의 개발 운영 및 해상교통안전 관점에서 제시된 해상교량 건설시에 필요한 교량규모 및 통항 예상 대상 선박 등에 대한 설계기준 및 절차 통이 없기 때문이다. 이에 본 연구에서는 항만별 해상교량 건설현황을 조사 분석을 통해 국내 해상교량 건설에 따른 절차상의 문제점을 우선 고찰하여 개선 방안을 제시하고자 한다.

As shown in the accident analysis from 2007, it has been found that causes of accidents on large-scale projects are different from those found in general construction projects. A 300-question survey regarding systematic and practical aspects of safety problems at construction sites was distributed to ten (10) different companies. Participants were to respond subjectively, so that the results could be used to assemble the first formal questionnaire survey. They were collected and compiled by an advisory committee for this study. The resulting surveys were then sent to the division chiefs of the top 100 construction companies in Korea, in order to improve the response rate. The Department of Safety & Health Direction, and the :Ministry of Labor, ROK sent the same sheets to medium and small construction companies that placed within 101-200th of all Korea construction companies. The above safety engineers were classified into four (4) levels, from 1st to 4th, followed by the project dollar amount and risk level. Formulae were developed to assign safety engineers to construction sites by engineer level, the project dollar amount, and the project risk level. Conclusions are summarized as follows: 1) Reviewing the assignment system of experienced safety engineers to large scaled projects - The more experienced the engineers assigned to a project, the higher the level of accident prevention. 2) Enforcing the assignment of advanced level safety engineers to large-scaled sites - At least one advanced-level safety engineer should be assigned to construction sites with projects valued at 15million USD (15,000,000,000). 3) For assigning safety engineers by risk level - Twenty models have been developed to calculate the number of safety engineers to be assigned by risk level. In the future, risk level for each job should be established by the government (as is now the practice in Germany).

본 연구에서는 비점오염원 설치신고 대상 개발사업장 중 골프장 개발사업장의 배출특성 및 관리실태를 파악하고, 이를 토대로 골프장 개발사업장의 비점오염 관리방안을 마련하는 데 그 목적이 있다. 본 연구에서는 먼저 비점오염의 정의에 대하여 살펴보고 비점오염을 관리하기 위한 방법으로 발생억제와 배출억제 방안들에 대해 고찰하고 현재 골프장 개발사업장에서 운영되고 있는 비점오염 저감시설의 특징과 이에 대한 문제점을 분석하였다. 골프장 비점오염 관리를 위한 모니터링 방안을 조사한 결과, 골프장 건설전, 건설중, 건설후로 구분하여 모니터링을 실시할 필요가 있으며, 골프장 건설중 모니터링은 유사량과 토양유실에 집중할 필요가 있는 것으로 조사되었다. 골프장에서 발생하는 비점오염을 저감하기 위한 방법으로 골프장 건설단계에 따라 대책을 마련하는 방법과 비점오염의 발생원인에 따라 침식억제와 유사운송억제로 구분하여 대책을 마련하는 방법, 오염물질의 저감을 위한 방법에 따라 구조적, 비구조적 대책으로 구분하여 대책을 마련하는 것이 있다. 골프장 건설사업장에서 발생하는 비점오염을 저감하기 위해 체계적인 모니터링을 통해 비점오염의 거동을 분석하고 골프장 건설단계, 발생원인, 비점오염 저감을 위한 방법 등을 고려하여 적절한 비점오염 저감시설을 설치하여 효과적으로 비점오염을 저감하는 대책을 마련하는 것이 필요하다.

The purpose of this paper is to give information on e-CPC implementation in the manufacturing industry by studying and analyzing a small and medium sized manufacturing company. After analyzing Various factors on J’s e-CPC implementation such as environmen