• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2010년도 제35회 추계학술대회논문집
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• pp.764-767
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• 2010

전북대학교 고온플라즈마 응용연구센터 구축사업단에서는 MW급 초음속 플라즈마 풍동을 구축하고 있다. 구축되는 장비는 0.4MW/2.4MW급 Huels형 DC 플라즈마 장치 및 60kW/200kW급 RF 플라즈마장치 등으로 구성되며 이러한 장비를 지원하는 공통지원설비가 별도로 구축되게 된다. 공통지원설비는 플라즈마 풍동을 구동하기 위한 수변전설비 및 가스공급설비, 냉각수공급설비, NOx 제거용 후처리 설비, 예비전원설비 등으로 구성되어 있다. 4기의 플라즈마 장치와 공통지원설비를 위한 건축물은 시험동, 연구동, 수변전동, 기체저장동, 냉각탑 기초로 구성되어 있다.

• 국제학술발표논문집
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• The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
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• pp.582-585
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• 2011

During disaster response, prioritization of limited resources is one of the most important bust challenging tasks. At the same time, it is imperative to timely provide the rescuers with the adequate equipment to facilitate lifesaving operations. However, supply of high demand equipment was insufficient during the initial phase of disaster response, challenging lifesaving operations in the case of the 9-11 terrorist attacks. In respond to the Haiti Earthquake, spatial information of the geographic area was not sufficient to support the search and rescue operations in the early phase of disaster response. However, with the help of civilians, information such as road names, infrastructure damage, and victim locations were updated into the spatial data repository. At the same time, resource outside of the disaster affected zone converges into the area to assist the response efforts, which is the effect of convergence that often made resource coordination challenging in large scale disasters. To efficiently collect information and utilize the converging resources, this paper proposes a flexible data repository for information update for equipment utilization in large scale disaster response scenarios.

• 한국정밀공학회지
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• 제17권12호
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• pp.47-53
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• 2000

The casing oscillator is a construction equipment to clamp, oscillate and push a casing for foundation work. In case that the casing oscillator is operated on the slant ground, if another construction heavy equipment is not used, it is impossible to insert the casing in ground using only casing oscillator. So in this paper, we present the new casing oscillator that need not to level the ground for work of casing insertion. This mechanism can execute 4 DOF motion by actuating 5 single - rod hydraulic cylinders. The inverse kinematics analysis of the casing oscillator is performed and we verify the validity of kinematics analysis through the experiment.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1997년도 추계학술대회 논문집
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• pp.237-240
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• 1997

The casing oscillator is a construction equipment to clamp, oscillate and push a casing for foundation work. In case that the casing oscillator is operated on the slant ground, if another construction heavy equipment is not used, it is impossible to insert the casing in ground using only casing oscillator. So in this paper, we present the new casing oscillator that need not to level the ground for work of casing insertion. This mechanism can execute 4 DOF motion by actuating 5 single - rod hydraulic cylinders. The forward kinematics analysis of the casrng oscillator by tetrahedron geometry is performed so predict workspace, direction and poison of casing oscillatoer.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 춘계학술대회 논문집
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• pp.97-102
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• 2011

The size of TV and TFT-LCD are bigger and bigger for the next generation exposure equipment install that existing fab are getting a lot of additions. When the new fab build an extension that the shortening of the construction and non-vibration are use cast in place concrete pile method. In this study when lay the foundation of existing fab adjoin use vibration monitoring system are rotator type all casing method among cast in place concrete pile method. The evaluation of ground vibration of rotator type all casing method effect to precision equipment and vibration area of influence.

• 한국농촌건축학회논문집
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• 제8권3호
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• pp.91-100
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• 2006

The purpose of this study is clear the characteristic of the condition of conservation and rehabilitation by investigates of Modern Architecture (Cultural Properties 51, common architecture 93, total 144) in Kyoto-city. In registration system for conservation of Modern Architecture of Kyoto city, regulation is stricter than statute of country and various assistances of repair and so on are adopting more active incentive policy. The condition of ownership of Cultural Properties is almost corporation or foundation and individual ownership is dwindling. Various portion conservation ways (annex facade elements replica) are appearing by technique assistance means to keep the original form. It is increase that the conditions of rehabilitation are to commerce equipment or open to the public as like an exhibition hall. In case of renovate to commerce equipment, tendency as cultural-composition equipment is increasing as like a local community.

• Earthquakes and Structures
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• 제16권4호
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• pp.401-413
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• 2019

The concept of base isolation for equipment is well known. Its application in buildings and structures is rather challenging. Introduction of horizontal flexibility at the base helps in proper energy dissipation at the base level thus reducing the seismic demand of the super structure to be considered during design. The present study shows the results of a series of numerical simulation studies on seismic responses of secondary system (SS) housed in non-isolated and base-isolated primary structures (PS) including equipment-structure interactions. For this study the primary structure consists of two similar single bay three-store reinforced cement concrete (RCC) Frame building, one non-isolated with conventional foundation and another base isolated with Lead plug bearings (LPB) constructed at IIT Guwahati, while the secondary system is modeled as a steel frame. Time period of the base isolated building is higher than the fixed building. Due to the presence of isolator, Acceleration response is significantly reduced in both (X and Y) direction of Building. It have been found that when compared to fixed base building, the base isolated building gives better performance in high seismic prone areas.

• 한국건설관리학회논문집
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• 제9권1호
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• pp.155-166
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• 2008

건설공사 표준품셈 기계경비 부분은 1960년대 초 일본 및 미국의 자료를 근간으로 하여 제정된 이후, 극히 부분적으로만 제 개정되었을 뿐 그 동안의 건설기계와 공법의 발전을 반영하지 못하고 있다. 본 연구에서는 합리적인 기계경비 산출을 위해 불도우저와 로우더를 중심으로 국내 외 문헌조사, 건설현장 16개소 실사, 그리고 건설기계장비 임대업체 20개사를 대상으로 설문조사 및 인터뷰를 실시하였다. 수집한 자료와 현행 표준품셈의 기계경비 산출에 적용되는 수치들을 비교 분석한 결과, 관리비는 금리와 보험료를 고려하여 6종건설기계와 일반기계를 구분하여 현실적인 수치를 제시하였으며; 운전경비는 조수를 삭제하는 것이 현실적인 것으로 나타났다. 또한 주연료 및 잡재료는 현행수준이 적정하지만 장비가격은 상향조정할 필요가 있는 것으로 분석되었다. 논문에서 제시하고 있는 각종 자료 및 수치들은 건설기계와 기술의 급속한 발전을 예정가격산정의 기준에 적용할 수 있는 기초가 될 수 있을 뿐 아니라, 관련 연구의 토대가 될 수 있으리라 기대한다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.836-842
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• 2011

The lateral stability of bridge foundations against train moving load, emergency stopping load, earthquakes, and so on is very important for a railway bridge foundation. A borehole test is much more accurate than laboratory tests since it is possible to minimize the disturbance of ground conditions on the test site. The representative borehole test methods are Dilatometer, Pressuremeter and Lateral Load Tester, which usually provide force-resistance characteristics in elastic range. In order to estimate P-y curves using those methods, the non-linear characteristics of soil which is one of the most important characteristics of the soil cannot be obtained. Therefore, P-y curves are estimated usually using elastic modulus ($E_O$, $E_R$) of lateral pressure-deformation ratio obtained within the range of elastic behavior. Even though the pile foundation is designed using borehole tests in field to increase design accuracy, it is necessary to use a higher safety factor to improve the reliability of the design. A Large Displacement Borehole Testmeter(LDBT) is developed to measure nonlinear characteristics of the soil in this study. P-y curves can be directly achieved from the developed equipment. Comparisons between measured P-y curves the LDBT developed equipment, theoretical methods based on geotechnical investigations, and back-calculated P-y curves from field tests are shown in this paper. The research result shows that the measured P-y curves using LDBT can be properly matched with back-calculated P-y curves from filed tests by applying scale effects for sand and clay, respectively.

• 한국프랜차이즈경영연구
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• 제3권1호
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• pp.92-110
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• 2012

최근 경제적 불안과 실업율의 증가 등의 사회적인 문제로 인하여 창업시장의 수요가 증가 하는 가운데 청년창업 지원방안, 중기청 창업지원 계획 등의 정부의 창업 지원정책을 바탕으로 창업 시장은 지속적인 성장 추세를 보이고 있다. 이 같은 창업 시장의 확대에 힘입은 프랜차이즈 시장의 동반 상승이 예상되는 바, 프랜차이즈 시장에 대한 보다 현실적이고 구체적인 연구는 그 중요성이 점차 커질 것으로 사료된다. 본 연구에서는 가맹희망자의 브랜드 선택에 있어 기존에 선행연구를 개선하여 브랜드 선택에 영향을 미지는 선행 변수로 브랜드이미지, 본사의 지원, 창업비용, 정보탐색활동으로 보고 브랜드 선택에 영향을 미치는 요인을 규명하였으며, 그 결과는 다음과 같다. 첫째, 첫째, 창업업종 연령, 성별, 결혼여부에 따라 브랜드 이미지에 대한 생각 및 창업가능성에는 차이가 있다. 둘째, 예비창업자의 가맹계약의향에 있어 가장 중요한 요소는 경제적 특성이다. 브랜드 이미지 및 가맹지원, 정보탐색활동은 가맹희망자에게 있어 큰 영향을 미치는 속성으로 보기는 어려우며, 오히려 가맹점을 운영하는데 드는 비용(초기 창업비용 및 자기자본과의 일치성, 홍보비용, 운영자금, 시설/장비 재투자 등)이 중요한 속성인 것으로 나타났다. 특히 초기 창업비용과 자기자본과의 일치성은 가맹희망자에게 있어 가장 중요한 요인인 것으로 나타났다.