Activated carbons (ACs) have been used as EDLC (electric double-layer capacitor) electrode materials due to their high specific area, stability, and ecological advantages. In order to prepare ACs with high density and crystallinity, coal tar pitch (CTP) was activated by K2CO3 and the textural and electrochemical properties of the obtained ACs were investigated. Although the CTP ACs formed by K2CO3 activation had much smaller specific surface area and pore volume than did the CTP ACs formed by KOH activation, their volumetric specific capacitance (F/cc) levels as electrode materials for EDLC were comparable due to their higher density and micro-crystallinity. Structural characterization and EDLC-electrode performance were studied with different activation conditions of CTP/K2CO3 ratio, activation temperature, and activation period.

이 연구는 법무부에서 시행하는 직업훈련 과정에 참여하는 수형자들을 대상으로 학습전이에 영향을 주는 요인이 무엇이며, 각각의 요인이 이에 미치는 직접적인 효과뿐만 아니라, 전이 요인간의 관계를 규명하고자 하였다. 그리하여 실제 교정시설에 직업훈련교육을 받고 있는 수형자를 연구대상으로 선정하고 설문조사를 실시한 결과는 다음과 같다. 첫째, 기술통계 분석결과 5점 척도의 중간 값인 3을 넘어서 수형자 직업훈련의 성과를 이루고 있다고 할 수 있다. 그리고 모든 변인에서 측정된 결과 값이 중간 값 이상으로서 수형자 직업훈련의 타당성과 책무성도 이루고 있다고 볼 수 있다. 둘째, 조직적 지원과 교육만족도가 중요한 변인으로 밝혀졌고, 본인들의 학습동기나 만족도와 같은 내생변인을 통하여 효과를 발생하는 것으로도 나타났다. 즉, 수형자들이 출소 후 배운 내용을 현업에 적용하기 위해서는 기관의 지원이 크게 작용하는 것으로 나타났다. 마지막으로 전이설계가 실제 현업과 유사한 학습 환경을 구성하여 훈련에서 습득한 내용 등을 활용하게 하고 전이를 촉진한다고 할 수 있다. 따라서 전이설계가 높을 때 학습전이가 잘 나타나는 것으로 결론지을 수 있다.

본 연구에서는 풍하중을 받는 건물에 설치된 다중거동 복합 감쇠장치(MHD)의 성능을 평가하고, MHD 예비설계 절차를 제안하였다. MHD에 의해 증가된 등가감쇠비와 그에 따른 건축구조기준에 근거한 응답저감계수를 예상한 후, 풍하중 스펙트럼에 의해 생성된 풍하중을 사용하여 20층 철골구조물에 대한 시간이력 해석을 수행하였다. 해석결과를 통해 얻어진 층변위 및 층간변위 평균 응답 감소율은 각각 0.585 및 0.525로, 이는 제안한 예비설계과정에서 추정된 응답감소계수 0.6과 거의 동일한 수치임을 확인하였다. 이로부터 제안된 방법을 사용하여 MHD의 제어효과를 효과적으로 평가할 수 있음을 확인하였다.

This paper dealt with the applicability of GFRP materials as reinforcements for a steel box girder bridge deck. The purpose of this study is to provide detailed design procedures with a code-based text for GFRP composites for civil engineering structures. From the example design, the deck was optimized from a serviceability perspective but was quite overdesigned with regard to flexural strength and creep rupture stress, due to its relatively low longitudinal modulus but high strength. We may conclude from these results that it is advisable to check the serviceability limits before optimizing the design for strength or starting the design from the serviceability calculation.

Bridge inspection structures are the structure which is installed on the piers, abutments, and copings for the inspection and maintenance of substructure. In this study, the structural performance of the bridge inspection structures using aluminum members manufactured by extrusion process is evaluated. The bridge inspection structures can be installed regardless of the shape of concrete surface through the simple cutting process. The structural performance of bridge inspection structures is evaluated using FE analysis. Moreover, experimental studies are conducted for the estimation of the structural safety of the members for the design load.

The proposed hybrid damper installs at a coupling beam and consists of a high-damping rubber (HDR) and steel pin. The proposed hybrid damper adopted a pin-lock system acts as a viscoelastic damper under wind load (small displacement) while it behaves as a hysteretic damper under earthquake load (large displacement). In this paper, the pin-lock mechanism and structural performance of the proposed hybrid damper is evaluated through experiment. Experiments were carried out with the variables which displacement, loading frequency and steel pin quantities were used. Test results showed that the pin-lock mechanism and the performance of the hybrid damper under a large displacement were verified. Also equivalent damping ratios of HDR were increasing at a small displacement as displacement amplitudes were increasing. However HDR did not depend on frequency,

Determining of the shape in the process of design for natural draught cooling tower is very important, because the shape of hyperbolic shell is respond sensitively to dynamic behavior of the whole cooling tower against wind load. In engineering practice, the geometric parameters have been determining based on the natural frequency. This study analyses influence of the tower shell geometric parameters on the structural behavior. For three representative models were selected, they were analyzed based on evaluation of damage by means of nonlinear FE-method. As a result, a hyperbolic rotational shell with the small radius overall was the lowest damage index induced by sufficient capacity of the stress redistribution and thus a wind-insensitive structure.

Shelter that communication equipment and on-equipment material are mounted on is transported by airplane or vehicle, it has a function such as waterproof and shielding EMI. When the shelter is transported by car or helicopter, it is shocked by vibration and crash with the ground. So, three skids are attached to bottom of the shelter to reduce the shock. To confirm the durability of the structure of shelter, parallel drop and rotating drop test were done in accordance with KDS 0000-0000. However, the damage was discovered in the shelter. So, stiffening plate was added to skid and panel of partition wall to obtain durability and changed the shape of rubber buffer. In this paper, the cause of deformation and damage in the shelter was analyzed and improved shape through the structural analysis was verified.

The characteristics of stress distribution and fatigue life have been investigated in the road mower head system using FEM(Finite Element Method). There is high stress distribution around the coupling part with non-uniform load from the irregular road surface. Maximum equivalent stress especially occurs in the fixed plate and the pillar of the head device with maximum deformation at the rotation axis frame of the mower system. Fatigue life tests were also performed with SAE bracket history, SAE transmission, and sample history conditions. SAE bracket history and SAE transmission predicted the possibility of high damage while Sample history showed a stable trend. These results will be applicable in optimal design for various systems equipped with mower head system.

CFRP hardened by carbon fiber and resin has the property of high strength and low weight. Specifically, the strong feature against the external vibration environment is shown as CFRP is designed with the structure of multi-axes. So, CFRP in place of metal has been used at the various fields. CFRP specimens for mode Ⅱ are applied with the repetitive fatigue load in this study. These specimens have the fiber layer angles of 30°, 45° and 60°. The material properties of specimens are investigated with the result of fatigue fracture due to this load. As the study result, the smallest and largest reaction forces of 500 N and 540 N are shown at the layer angle of 30° and 60° respectively among these specimens. The separation of adhesive interface at 4000 fatigue cycles is happened earliest in case of the layer angle of 60°. But the separation of adhesive interface at 11000 fatigue cycles is happened latest in case of the layer angle of 45°. Through the result of fatigue property, it is thought that the basis data can be applied to evaluate the safety at CFRP structure applied with fatigue.

가스 터빈은 기동 및 정지 횟수가 많기 때문에 열피로나 취화 현상으로 인한 가스터빈 케이싱의 균열 또는 케이싱의 플랜 지면에서 고온고압 가스의 누설이 발생할 가능성이 높다. 따라서 가스터빈 케이싱의 구조안전성 및 플랜지면에서의 누설평 가는 반드시 수행되어야 하는 부분이다. 본 논문에서는 유한요소해석을 바탕으로 터빈 케이싱의 ASME B&PVC VIII-2 구 조안전성 평가 및 접촉압력을 통한 누설 평가 그리고 볼트의 구조안전성 평가를 진행하였다. 또한 가스터빈 케이싱의 유한 요소모델링 및 해석/평가 방법을 제안하여 가스터빈 개발에 활용할 수 있게 하였다.

가스 터빈은 기동 및 정지 횟수가 많기 때문에 열피로나 취화 현상으로 인한 가스터빈 케이싱의 균열 또는 케이싱의 플랜지면에서 고온고압 가스의 누설이 발생할 가능성이 높다. 따라서 가스터빈 케이싱의 구조안전성 및 플랜지면에서의 누설평가는 반드시 수행되어야 하는 부분이다. 본 논문에서는 유한요소해석을 바탕으로 터빈 케이싱의 ASME B&PVC VIII-2 구조안전성 평가 및 접촉압력을 통한 누설 평가 그리고 볼트의 구조안전성 평가를 진행하였다. 또한 가스터빈 케이싱의 유한요소모델링 및 해석/평가 방법을 제안하여 가스터빈 개발에 활용할 수 있게 하였다.

최근 치의학 분야에서도 인체에 대한 구조적이고 역학적인 이해를 위하여 유한요소해석 기법이 널리 사용되고 있다. 따라서 본 연구에서는 CT 이미지를 기반으로 하는 유한요소모델링 기법을 제안하고, 실험결과와 비교하여 검증하였다. 또한 제안된 해석기법을 통해 교합 시뮬레이션을 구현하여 정상 Ⅰ급 교합과 Full-CUSP Ⅱ급 교합상태의 두개골 모델에 대하여 기하비선형구조해석을 수행하였다. 그 결과, 하악골이 같은 거리만큼 이동할 때 사람의 실제 교합력 범위에서는 두 모델의 교합력에 큰 차이가 없는 것으로 나타났다. 그러나 응력분포를 비교했을 때 정상 Ⅰ급 교합모델은 치아 및 치조골 전반에 응력이 균등하게 발생하는 반면, Full-CUSP Ⅱ급 교합모델의 경우 일부 구역에 응력집중 현상이 나타났다. 이는 치아의 부재 및 재배열로 인하여 교합면이 달라지면서 생긴 결과라고 분석된다.

최근 치의학 분야에서도 인체에 대한 구조적이고 역학적인 이해를 위하여 유한요소해석 기법이 널리 사용되고 있다. 따라 서 본 연구에서는 CT 이미지를 기반으로 하는 유한요소모델링 기법을 제안하고, 실험결과와 비교하여 검증하였다. 또한 제 안된 해석기법을 통해 교합 시뮬레이션을 구현하여 정상 Ⅰ급 교합과 Full-CUSP Ⅱ급 교합상태의 두개골 모델에 대하여 기 하비선형구조해석을 수행하였다. 그 결과, 하악골이 같은 거리만큼 이동할 때 사람의 실제 교합력 범위에서는 두 모델의 교 합력에 큰 차이가 없는 것으로 나타났다. 그러나 응력분포를 비교했을 때 정상 Ⅰ급 교합모델은 치아 및 치조골 전반에 응력 이 균등하게 발생하는 반면, Full-CUSP Ⅱ급 교합모델의 경우 일부 구역에 응력집중 현상이 나타났다. 이는 치아의 부재 및 재배열로 인하여 교합면이 달라지면서 생긴 결과라고 분석된다.

Geum’yeok-dang house in Andong was originally constructed in 1558. The original floor plan of the upper base featured a 90-degree tilted ‘日’ shape, and had inner court(內庭) on each side of ‘Jungdang(中堂, center hall)’ building that was placed on the south-north axis. When designing the building, the Neo-Confucian client of Geum’yeok-dang applied his understanding of how Ga’rye(家禮) defined the structure of ritual space. Consequently, ‘Daecheong(大廳)’, the place where guests were greeted and ancestral rites and coming of age ceremonies for male were held, was built in a protruding fashion. ‘Jungdang’[otherwise known as ‘Jeongchim(正寢)’], where coming of age ceremonies for females were held, the master of the house faced death, and memorials for close ancestors were held, was placed at the center of the residence on the south-north axis. The Geum’yeok-dang today was greatly renovated in the early and mid 18th century, due to the spread of ‘Ondol’ heating system. As the Ondol heating system became popular, the pre-existing drawbacks and the inconvenience of the house stood out clearly. As a result, the house was renovated into today’s structure consisting of ‘口’ shape ‘Anchae’ and ‘Daecheongchae’ in separate building.

One of the most significant challenges of modern strategic marketers refers to the ability of expressing the authentic value of fashion brand. This is particularly important for luxury goods, which are able to effectively impact on customers’ social attitude and behavior. Hence, pertinent literature is progressively focusing on the role of authenticity as a strategic element for marketing theory. Specifically, three elements have been associated with brand’s authenticity, namely quality commitment, heritage, and sincerity. In the present research we apply a validated empirical instrument concerning brand authenticity and its aforementioned three elements. Precisely, we will present and discuss the results of a survey implemented in the Tuscany region (Italy), thus aiming at investigating possible differences and/or similarities characterizing Tuscan customers’ perception of luxury brand authenticity. A structural equation model will be conceptualized and assessed in order to analyze the existing relationships between brand’s authenticity elements, namely quality commitment, heritage, and sincerity. The results confirm the hypothesized significance of these relationships among variables. Further, we will introduce the notion of mythopoiesis, which will be interpreted as a strategic vehicle able to appropriately communicate the traditional values, culture, and historical symbolic meanings of luxury fashion brand. Actually, marketing mythopoiesis results in being an effective element for translating a historical ‘stock’ of heritage into a strategic ‘flow’ of narrative capabilities by marketing managers.

Finite Element analysis were carried out to investigate the deformation behaviours of a buckled automotive seat frames made of three different types of materials, i.e., SAPH440, Al6082-T6 and Al7021-T7, when they were subject to external load, based on the ECE R14 regulation to achieve lightweight structure. Also, several thicknesses were applied to the seat frame structures of each material for characterising deformations. It was found that light weight seat frame structure was obtained compared to conventional steel structure when it was made of aluminium under the condition of satisfying ECE R14 regulation. Interpretation result, when changing from SAPHH440 material has a thickness of 1.5mm to Al material has a thickness of 3.0mm, that could checking weight lightening about 47%.

Modular buildings are constructed by assembling modular units which are prefabricated in a factory and delivered to the site. However, due to a problem of noise between floors, concrete slab is usually poured at the top or bottom level of a modular unit in Korea. This greatly increases the weight of buildings, but designing vertical members of modular units to resist overall gravity loads is very inefficient. In this study, considering domestic building construction practices, feasible structural systems for tall modular buildings are proposed in which separate steel frames and reinforced concrete core walls are designed to resist gravity and lateral loads. To verify performance, a three-dimensional structural analysis has been performed with two types of prototype buildings, i.e., a residential building and a hotel. From the results, wind-induced lateral displacements and seismic story drifts are examined and compared with their limit values. Between the two kinds of buildings, the efficiency of the proposed system is also evaluated through a comparison of the weight of structural components. Finally, the effect of a floor diaphragm on the overall behavior is analyzed and discussed.

This study deals with optimized structural analysis of stainless rectangular water reservoirs with 5,000ton capacity for various combined load cases. The objective of this study is to propose most efficient structural models through the comparison of various model cases. In order to perform an optimized analysis, three dimensional finite element analyses are carried out for large sized models. The numerical results obtained provides the detailed size and thickness for optimal design of water reservoir. In particular, results reported in this paper show the influence of various types of loading and dimensions of the wall and stiffened column on the structural behavior of the large sized water tanks.