Single PPM Quality Innovation Movement is originally developed quality program in Korea for supplier"s quality level-up since 1995. The quality target is below the 10ppm(parts per million) in outgoing quality and delivered goods plus field claim. Recently 1,053 companies is received Single PPM Quality Certification from government. This quality program is to realized the anticipated results not only quality level"s increasing, but also company"s confidence, competitiveness. We were able to obtain participations of 75 questionnaire, and derived statistics by means of SPSS/PC version 10.0. In this study, we find the bottleneck factor for promotion and upgrade S-PPM, and suggest a way out of difficulties.

The warehouse is close to facility of life because the type and function of warehouse have been variety. So we make good use of warehouse. However, many troubles have occurred warehouse service because of lack of service standard. Then the customer's lose has increasing cause by service capacity lack of an enterpriser. It is necessary that considering a counter plan for this problem. In this study, we develop warehouse service standard, so that customers lose has decreasing.

This research has been conducted in order to assess the effects on quality management factor of the construction sites. 30 companies abiding by the 'construction industry law' and 32 companies abiding by the 'housing construction promotion law' have been researched in areas of quality-management environment, quality-management understanding, quality-management education on construction field, quality-system and quality-improvement. This construction quality factors are to realized the anticipated results not only quality level's increasing, but also company's confidence, competitiveness. We were able to obtain participations of 62 questionnaire, and derived statistics by means of SPSS/PC version 10.0. In this study, we find the bottleneck factor for promotion and upgrade quality management factor of the construction sites and suggest a way out of difficulties.

기존의 논문들은 단순히 기업가치(firm value)가 부채(debt)에 의한 요인들(determinants)에 의하여 좌우된다고 보았으며, 기업의 소유구조(managerial ownership)와 기업가치는 별개(exogenous)로 간주하여 왔다. 이 번 논문에서는 기업 가치를 좌우하는 요인들에 부채 이외에 기업의 소유구조를 내생변수(joint endogenous)로 추정하고, 통계방법으로는 수단변수를 사용하여 GMM(generalized method of moments)를 통하여 추정하기로 한다. 이 연구를 통해서는 부채와 기업 소유구조 사이에 밀접한 상호작용(interrelated)이 있음을 발견하였다. 부채와 기업의 소유구조를 내생화시킴으로써 이번 연구에서는 부채가 기업가치에 약한 부정적인(-) 영향을 주는 것으로 나타났으나, 기업의 소유구조는 기업 가치에 강한 긍정적 요인으로 작용하고 있음을 알 수 있었다. 이와 같이 부채와 기업가치의 약한 부정적인 관계에 대한 선행연구로는 Shea(1997)과 Hahn and Hausman(1999)이 있다. 또한, 기업가치는 시장점유율(market power)과 주가(treasury stock)와 양(+)의 관계에 있음을 알 수 있었다.

It is very little known that the molecular mechanisms control growth, cell differentiation, and invasion of ameloblastoma into bone. Tissue culture methods have also been used extensively for studies of the cell biology of ameloblastoma. The purpose of this study were to examined the ultrastructural features of ameloblastoma, and to apply these results to examine the pathogenesis of ameloblastoma in the future. Amelobalstoma was primarily cultured under 0.1, 0.15 and 1.2mM Ca++ of KBM bullet kit at 370C and 5% C02. For transmission electronmicroscopy(TEM), cultured ameloblastoma cells were immediately fixed in 2.0% glutaraldehyde in O.lM cacodylate buffer(pH 7.4) at 40C for 1h The ultrathin sections were stained with uranyl acetate and lead citrate, and examined by TEM. The obtained results were as follows. Primay culture ameloblastoma grown in 0.1 mM Ca++ showed interlacing papillary projections without desmosome within early passage(3-4). Primary culture amelobalstoma under high calcium showed prominent desmosomes or tight junctions within early passage. There was evidence of cellular degeneration, as exemplified by nuclear pyknosis, the margination and clumping of the chromatin, and vaculolation under high calcium. The sparse ribosomes, the cytoplasmic space filled with vacuoles, and the condensed mitochondria were seen under high calcium. From the aboving results, under high calcium primary culture ameloblastoma showed rapid cellular degeneration within early passage, indicating that the cells were gradually losing metabolíc actívitíes, leading to enventual cell death. It was thought that it would be necessary to establish cultured immortalized amelobalstoma cell line for studying the pathogenesis of odontogenic tumors.

유체자유수면의 동적거동을 합리적으로 예측하기 위해서는 비선형 특성을 보이는 자유수면의 동역학적 경계조건을 고려해야할 뿐만 아니라 시간에 따라 변화하는 자유수면의 위치변화에 따른 운동학적 경계조건을 고려하여야 한다. 이러한 문제는 대상구조물이 3차원이 될 경우 더욱 복잡해지므로 3차원 비선형 유체자유수면의 해석은 이론해의 도출이 어려우며 수치해석 방법을 이용하는 것이 효과적이다. 본 연구에서는 수치해석 안정성이 높고 3차원 문제에서도 하나의 변수로 유체거동을 모사할 수 있는 arbitrary Lagrangian-Eulerian approach 를 경계요소에 적용하여 효율적이며 안정적인 유체 대변형 해석기법을 개발하였다. 개발된 기법은 향후 자유수면의 비선형 효과를 고려한 유체-구조물 상호작용 해석에 효과적으로 적용할 수 있을 것으로 판단된다.

점탄성감쇠기가 설치된 구조물의 통합최적설계기법 및 비용효율성 평가기법을 제시하였다. 구조부재와 점탄성감쇠기의 사용량을 설계변수로 하여, 생애주기비용을 최소화하도록 최적화문제를 정식화하였으며, 유전자알고리즘을 적용하여 최적의 설계변수를 검색하였다. 수치예제에 대한 통합최적설계 수행 결과를 통해 지반운동 특성에 따른 점탄성감쇠기의 최적배치 및 각 층 강성의 최적분포 경향을 분석하였으며, 점탄성감쇠기가 설치되지 않은 구조시스템과의 생애주기비용 비교를 통하여 비용효율성을 평가하였다. 점탄성감쇠기는 특히 중약진지역에서 높은 비용효율성을 보이는 것으로 나타났다.

최근, 제철소, 원자력 및 수화력 발전소 등 주요 기간설비에 있어서 해당 구조물, 관련 장비들의 노후화에 따른 고장진단, 수리보수, 안전성 평가와 잔여 수명 예측을 통한 수명연장에 관련된 요구가 높아지고 있다. 손상발생 시나리오의 구축, 정밀해석기법의 확립, 위험성 혹은 신뢰성 평가기술 개발 등에 관한 연구가 이러한 요구를 반영하여 활발하게 수행되고 있다. 본 연구에서는 구조물의 안전성 평가분야에서 가장 활발하게 사용되는 유한요소해석기술을 이용하여 제철설비 구조물의 안전성을 평가하는 절차를 개발하고 실제 가동 중인 고로를 대상으로 적용하여 유용성을 검토하였다.

The central aim of this thesis is to see if the structure of Palsangjeon(捌相殿) in Pubjoo Temple(法住寺), a five sto wooden pagoda in Chosen(朝鮮) Dynasty, was handed down from the ancient and middle ages. This study was performed through an analysis of Gilt-Bronze Pagoda built in Koryo(高麗) period. In other words, it is aimed at analyzing which lineage the structure of Palsangjeonbelongs to as a wooden pagoda. In analyzing the structure of Palsangjeon, I attempted to find out its source from the remains of Koryo period prior to the Chosen Dynasty. Examples are the Gilt-Bronze Pagoda, built during the Koryo period. I have also examined its relationship with other existing wooden pagodas and remains. The analysis of Palsangjeon, a five story wooden pagoda in Chosen Dynasty, focuses on the following: First, I explored the possibilities of whether the structure of Palsangjeon was newly invented in Chosen Dynasty, or if it had been derived from the wooden pagodas in the Koryo period. Secondly, I tried to find out if the stable vertical planes, with a great successive diminution ratio, were derived from the middle age, i.e. Koryo period. The results of the study of Palsangjeon through Gilt-Bronze Pagoda analysis are as follows: 1. The structure of Gilt-Bronze Pagoda, a wooden pagoda from the Koryo period, is roughly classified into the accumulation type, using pipe pillars, and the one story type using whole pillars. In the accumulation type, stories are connected in either a flat format or an intervening format. The Gilt-Bronze Pagoda is mainly composed of pipe pillars, with some whole pillars. However, the central pillar was omitted in the building structure. Generally, the upper and lower stories are connected by pipe pillars in a crutch format. All the pillars, whether they are pipe pillars or whole pillars, used Naiten(內轉) technology. The Eave supporter has the Haang type(下昻) and the Muhaang type(無下昻). In most cases, high balustrades are furnished, but few tables of high balustrades have been found. The slanting roof formats have been handed down from Paekche(百濟), Silla(新羅), or Koryo(高麗). However, the structure of the octagon is assumed to be derived from Koguryo(高句麗). The structure of the Gilt-Bronze Pagoda from the Koryo period is mainly composed of accumulated flat squares, with some spire types. intervening format, the structure of Palsangjeon used whole pillars in a half story format in which upper level side pillars are installed on the lower level tie beam. From the Bronze Pagoda from the Koryo period, we can assume that the half story format of wooden pagodas that has stable vertical planes with a great successive diminution ratio was created during the mid-Koryo period at the latest and had been idly developed by the time of the Chosen Dynasty. 3. The whole pillars in Palsangjeon are also found in Gilt-Bronze Pagodas from the Koryo period. Hence, all of the pillars in Palsangjeon seem to have been handed down from the ancient construction technology. They were also used in the construction of wooden pagodas from the Koryo period. Therefore, it is assumed that Palsangjeon was constructed using the construction technology of the Chosen Dynasty that had been developed from the wooden pagoda construction technology of the Koryo period. The stable vertical planes with a great successive diminution ratio in Palsangjeon are derived from ancient Korean wooden pagodas, which have developed into indigenous Korean wooden pagodas with fairly stable vertical planes and a great design, in the half story format of Koryo and Chosen Dynasty. Therefore, it is assumed that the structure of Palsangjeon has a systematic relationship with traditional Korean wooden pagodas and is one of the indigenous Korean wooden pagoda structures. 4. In China, the intervening format has been mainly used between stories in multi-story architecture since the ancient days. At the same time, the flat format as also used in ancient and middle ages. However, the flat format was replaced by whole pillars during the Ming(明) and Manchu(淸) Dynasties, in favor of simple and compact construction. The half-story format, in which upper level side pillars are installed on tie beams, has been found in some cases, but it doesn't seem to have been the primary construction technology. Few traces of the half-story format have been found in multi-story architecture in Japan, and it has not been used as a general construction format. By contrast, the half-story format, which seems to have been derived from the Koryo period, was used as a general construction format in multi-story architecture of the Chosen Dynasty. The construction technology of multi-story architecture is related to that of multi-story wooden pagodas, but they have different production technologies. It seems that the structure of Palsangjeon did not just adopt the construction technology of multi-story architecture in the Chosen Dynasty, but it was developed from wooden pagodas in the Koryo period, including the Gilt-Bronze Pagoda. 5. Since the ancient days, most Chinese and Japanese wooden pagodas have adopted an accumulation type of structure using pipe pillars, with accumulated pointed towers. On the other hand, though most Korean wooden pagodas have also adopted an accumulation type of structure from the ancientdays, one story type using whole pillars was created in the Koryo and Chosen Dynasties. The wooden pagoda structure of Palsangjeon, with stable vertical planes in a half story format, is a unique Korean construction technology, different from the construction technologies of Chinese and Japanese wooden pagodas. This thesis clearly determined the structural characteristics of Palsangjeon. However, various remains have yet to be analyzed in depth, to establish an accurate construction technology system. In the beginning of this thesis, I had difficulty in precisely interpreting the internal structure of the Gilt-Bronze Pagoda from its appearance. However, in the process of study, the more serious problem was that there are few remains or ruins of multi-story architecture in ancient and the middle ages of Korea. Therefore, it is urgent to discover various remains in the future. This thesis succeeded in determining the structural characteristics of Palsangjeon. However, it fell short of clarifying the structural lineage of the stable vertical planes, although they show indigenous Korean architectural taste, representing the unique national emotion, and the construction format of multi-story wooden pagodas in Korea. I hope this is clarified in the future research.

수정 시뮬레이티드어닐링은 Simulated Annealing(SA)가 확률 탐색 방법을 사용하기 때문에 수렴시간이 오래 걸리는 단점를 개선한 방법이다. 따라서 본 논문에서는 RSA와 SA을 트러스구조물과 인공위성구조물의 최적화에 적용하여 서로 비교하여 보았다. 최적화 예제로 10부재 트러스, 실제 응용예제로 인공위성구조물은 위성 상단 플랫폼과 추진모듈의 최적화를 수행하였다. 인공위성구조물의 최적화에서 응력과 고유진동수, 전단응력 등을 제한조건으로 고려하여 최적화를 수행하였다. 인공위성구조물의 최적화를 수행한 결과 RSA을 이용하여 다양한 인공위성 구조물의 최적화에 적용될 수 있음을 확인하였으며, 인공위성 구조물의 최적화에서 RSA가 SA보다 수렴속도가 향상되었음을 확인하였다.

4 royal palaces are currently remained from capital city (Seoul) of 'Cho-Sun(朝鮮)' period. In these palaces, 'Main hall of Royal Palace(正殿)' is the center of the Royal Palaces. The 'Main hall of Royal Palace' of the Royal Palace was the best building of that time. Therefore there were many studies about the 'Main hall of Royal Palace'. But these studies were individual studies of these 'Main hall of Royal Palace'. Therefore, this study is to analyze and compare 4 'Main hall of Royal Palace' of the Royal palaces. It is to study the proportion regarding the Diameter of the pillar, the Height, the pillar and pillar Interval's Distance, and the arrangement of 'Kong-Po(bracket sets)'. With these studies, it is to prove that the 'Main hall of Royal Palace' is the building which high construction technique of this time is expressed. Result of this study is as followings; First, the proportion of pillar height(H) to its diameter(D) average from H=8.0 to 8.5D. Only the Myeong-Jeong-Jeon omitted the 'Go-Ju(高柱)' in the 'Toi-Kan (退間)' to place Ea-Jwa(御座). Second, Second, the proportion of diameter of the pillar of 'Eoi-Bu-Pyeong-Ju(外部平柱)' and 'Nae-Jin-Go-Ju(內陣高柱)' average D1(Diameter of 'Eoi-Bu-Pyeong-Ju') =0.91D2 (Diameter of 'Nae-Jin-Go-Ju'). In regards to the height, the single floor 'Main hall of Royal Palace' and double floor 'Main hall of Royal Palace' seems to be different. The height proportion of the double floor 'Main hall of royal palace' is H1(Height of 'Eoi-Bu-Pyeong-Ju')=0.34H2(Height of 'Nae-Jin-Go-Ju') and single floor 'Main hall of Royal Palace' has a proportion of H1=0.62H2. Third, in Geun-Jeong-Jeon, with the proportion of height and diameter of the pillar, interval's distance between pillars and diameter, the pillar interval distance and height, of 'Ea-kan(御間)' from the 'Toi-Kan' is different from 'Main hall of Royal Palace'. This is because the structure of 'Toi-Kan' of Geun-Jeong-Jeon is not stable. In order to reinforce this, 'Gui-Go-Ju(隅高柱)' of the Geun-Jeong-Jeon jut out $4{\sim}7%$ more compared to In-Jeong-Jeon. Fourth, when comparing double floor 'Main hall of royal palace' of Geun-Jeong-Jeon and In-Jeong-Jeon, based on distance of 'Eoi-Bu-Pyeong-Ju' and 'Nae-Jin-Go-Ju' of lower level, the 'Sang-Bu-Pyeong-Ju(上部平柱)' of Geun-Jeong-Jeon jut out $4{\sim}7%$ more compared to the In-Jeong-Jeon and also It becomes thicker. Fifth, the arrangement of 'Kong-Po' on the front row of 'Gan(間)' had to do with the change of side 'Gan'. Even though the Geun-Jeong-Jeon and the In-Jeong-Jeon were double floors, the arrangement of the 'Kong-Po' is different because the number of side bay is different.

장경간화되고 경량화된 데크 바닥판 구조물은 부재가 유연하기 때문에 거주자의 움직임에 의하여 진동이 크게 발생할 수 있으며, 이러한 바닥판 진동은 건축물의 안전성뿐만 아니라 건축물의 사용성에도 많은 영향을 끼치므로 건축물의 품질 평가기준으로 사용되고 있다. 데크 바닥판 구조물의 올바른 사용성 평가를 위해서는 정확한 진동해석과 응답평가가 수반되어야한다. 본 논문에서는 데크 바닥판 구조물의 직교이방성을 고려한 여러 가지 모형화 방법을 적용하여 진동해석을 수행하였으며 모형화 방법에 따른 진동응답을 비교 분석하였다. 본 논문에서 제시한 데크 골 방향 강성에 대한 등가두께 모형화방법은 간단한 방법으로 데크 바닥판 구조물의 직교이방성을 간단한 방법으로 고려할 수 있으며, 정확한 진동응답을 얻을 수 있으므로 실무에서 실용적으로 활용할 수 있다.

태백산지 역 당골계곡의 산림군집구조 파악을 위해 45개의 방형구(10m×10m)를 설치하여 산림식생생육현황을 조사하였다. 이 지역은 3개의 군집(낙엽송 우점군집, 물푸레나무-까치박달 우점군집, 거제수나무-신갈나무 우점군집) 으로 분류되었으며, 수종간의 상관관계는 회나무와 철쭉: 병꽃나무와 철쭉, 회나무; 당단풍과 산겨릅나무; 신갈나무와 피나무 등은 높은 정의 상관관계가 있었으며, 당단풍과 피나무, 부게꽃나무; 신갈나무와 부게꽃나무; 잣나무와 회나무; 쇠물푸레나무와 함박꽃나무, 거제수, 고로쇠나무 등의 수종 간에는 녁의 상관관계가 인정되었다. 본 조사지의 종 다양도는 0.7932~1.2077로 나타났다.