영산재의 구조와 설행 및 사상과 인식을 알아보기 위해 영산재를 성립 기와 변용기로 분류하여 논의를 전개하였다. 첫째, ‘영산재’ 성립기의 의문에는, 순수한 법석 의문인 「작법절차」(14 96)와 제반문의 <공양문>과 <영산작법>의 두 종류로 나눠진다. 전자는 도량엄정 이후 5종의 거불이 등장하며 이후 당해 경전을 염송하고 축원 을 하며, 후자는 17세기 중엽부터 등장하는 <영산작법>으로 법석 가운데 법화법석의 거불만이 남아 있고, 명칭도 작법절차에서 <영산작법>으로 칭해지고 있다. 둘째, 변용기의 영산재는, 『작법귀감』(1826)에서 볼 수 있듯이 법석보다 공양의식에 초점이 주어져 있는데, <영산작법>에 시왕각배가 더해진 의식에 ‘영산재’라는 명칭이 부여되고 있다. 의문대로 영산재가 설행되지 못하고 있는데, 그것은 국가무형문화재로서의 성격상 문화적인 요소 위주로 설행되어지게 되면서 일어난 현상이라고 할 수 있다. 셋째, 영산재에는 중유사상, 공덕사상, 윤회 전생사상, 조선숭배사상, 법화경 경중왕사상 등 법화경 사상이 지배하고 있다. 도량이나 시련에 대 한 이해가 다르고, 영산재가 법석의 경전염송이 중심이라는 것을 이해하고 수용하는 경우도 잘 찾아지지 않으며, 영산재가 사십구재 의식이라는 사실조차 역사 속에서나 증언되고 있다고 보인다.

This study is aimed to analyze the economic feasibility of yellowtail culture using the copper alloy net cage in Gyeongsangbuk-do. First of all, in order to evaluate the copper alloy net cage on yellowtail culture, I review the trend on the yellowtail culture industry and research the concept of copper alloy net cage. The copper-alloy net cage is now recognized as an advantages of its system stability, recycling, antibiosis and food safety. The results were summarized as follows: first, there was significant meaning of the profit model of yellowtail culture by the price difference. Second, I analyzed in the economic feasibility of yellowtail culture using the copper alloy net cage, internal rate of return (IRR) was 51.58%, a benefit-cost ratio was shown to be 2.27 and net present value (NPV) was 1,087,337 thousand won, which indicates the economic feasibility of yellowtail culture using the copper alloy net cage is profitable. Finally, in order to improve the economic valuation, it is necessary to focus more on the developing of technology and cost reduction strategy on the copper alloy net cage.

북방전복 Haliotis discus hannai 웅성생식세포의 분화과정과 정자의 형태를 미세구조적으로 기 재하였다. 정자의 분화과정은 정원세포기, 정모세포기, 정세포기 및 정자기의 4단계로 구분하였 다. 정원세포기에서 정모세포기로의 분화과정은 형태학적 변화가 크지 않았다. 그러나 정자변 태과정 동안 염색질 응축, 핵의 형태 변화, 첨체와 중편 및 편모 형성 등의 급격한 형태학적 변 화를 나타냈다. 북방전복의 정자는 두부, 중편 및 미부로 구성되며, 두부의 길이는 약 5.3 μm로 전자밀도가 높은 핵과 총알형의 첨체로 이루어져 있었다. 중편은 기저체와 미토콘드리아로 구 성되어 있었으며, 기저체를 중심으로 5개의 미토콘드리아가 한 층으로 배열되어 있었다. 미부 의 횡단면은 "9+2"의 미세소관 구조를 보였다. 이러한 형태 및 구조적 특징은 북방전복의 정자 는 원시형(primitive type) 정자임을 보여주는 결과이다.

This paper studied the Pingzuo(平坐) platform structure of the two story building covered with one roof during the early period of Tang dynasty, based on wall paintings, stone pagodas, brick buildings and wooden buildings might be influenced by the Tang style. Instead of Chazhuzao(叉柱造), the typical column linkage in the Song, Liao and Jin buildings, it put the boundary column just behind the wall of a bracket set. Otherwise, the column root might be seen from outside, because its bracket set was still using Touxinzao(偸心造) which did not have a lateral arm on it. And its flooring structure was also different from the Song style, it used cantilever beams instead of lateral beams supported by bracket sets.

A theoretical model has been studied to describe the sound radiation analysis for structure vibration noise of tire under the action of random moving line forces. When a tire is analyzed, it had been modeled as curved beams with distributed springs and dashpots that represent the radial, tangential stiffness and damping of tire, respectively. The reaction due to fluid loading on the vibratory response of the curved beam is taken into account. The curved beam is assumed to occupy the plane y=0 and to be axially infinite. The curved beam material and elastic foundation are assumed to be lossless Bernoulli-Euler beam theory including a tension force(T), damping coefficient (C) and stiffness of foundation(κ2) will be employed. The expression for sound power is integrated numerically and the results examined as a function of Mach number(M), wave-number ratio(γ) and stiffness factor(ψ). The experimental investigation for structure vibration noise of vehicle tire under the action of random moving line forces has been made. Based on the STSF(Spatial Transformation of Sound Field) techniques, the sound power and sound radiation are measured. Results strongly suggest that operation condition in the tire material properties and design factors of the tire govern the sound power and sound radiation characteristics.

Al-Cr-Si ternary quench ribbons are fabricated using a single roll method and investigated for their structural and thermal properties. In particular, the sinterability is examined by pulse current sintering to obtain the following results. The Al74Cr20Si6 composition becomes a quasicrystalline single phase; by reducing the amount of Cr, it becomes a twophase mixed structure of Al phase and quasicrystalline phase. As a result of sintering of Al74Cr20Si6, Al77Cr13Si10 and Al90Cr6Si4 compositions, the sintering density is increased with the large amount of Al phase; the sintering density is the highest in Al90Cr6Si4 composition. In addition, as a result of investigating the effects of sintering temperature and pressurization on the sintered density of Al90Cr6Si4, a sintered compact of 99% or more at 513 K and 500 MPa is produced. In particular, since the Al-Cr-Si ternary crystal is more thermally stable than the Al-Cr binary quaternary crystal, it is possible to increase the sintering temperature by about 100 K. Therefore, using an alloy of Al90Cr6Si4 composition, a sintered compact having a sintered density of 99 % or more at 613 K and 250 MPa can be manufactured. It is possible to increase the sintering temperature by using the alloy system as a ternary system. As a result, it is possible to produce a sintered body with higher density than that possible using the binary system, and at half the pressure compared with the conventional Al-Cr binary system.

In this study, the seismic safety of nuclear power plant structures is evaluated and verified by performing a vibration test on a relatively simple shear wall structure. The shear walls are the prominent members of nuclear power plants and resist the seismic load. The shear wall structure is designed and manufactured to perform shaking table tests and is used to increase the accuracy of the analytical method by comparing them with the numerical analysis results. Different results will be checked and more efficient application methods will be studied depending on the method of designing reinforced concrete structures.

After the manual shutdown of the Wolseong nuclear power plant due to an earthquake in Gyeongju in 2016, anxiety about the earthquake safety of nuclear power plants has become a major social issue. The shear wall structure used as a major structural element in nuclear power plants is widely used as a major structural member because of its high resistance to horizontal loads such as earthquakes. However, due to the complexity of the structure, it is challenging to predict the dynamic characteristics of the structure. In this study, a three-story shear wall structure is fabricated, and the in-structure response characteristics of the shear wall structure are evaluated through shaking table tests. The test is performed using the Gyeongju earthquake that occurred in 2016, and the response characteristics due to the domestic earthquake are evaluated.

Structures of domestic nuclear power plants are designed to perform elastic behavior against beyond design earthquakes, but studies on the nonlinear behavior of structures have been insufficient since the beyond design earthquake. Accordingly, it is judged that it will be necessary to develop an evaluation method that considers the nonlinear behavioral characteristics to check the safety margin for a standard nuclear power plant structure. It is confirmed that the restoring force characteristics for each member level can be identified through the calculation formula, and the lateral stiffness for each story can also be easily calculated by JEAC 4601. In addition, as a result of applying the evaluation method of JEAC 4601 as a nonlinear restoring force model of the nuclear power plant, a certain degree of safety margin can be identified.

A shear wall is a structural member designed to effectively resist in-plane lateral forces, such as strong winds and earthquakes. Due to its efficiency and stability, shear walls are often installed in residential buildings and essential facilities such as nuclear power plants. In this research, to predict the results of the shaking table test of the three-story shear wall RC structure hosted by the Korea Atomic Energy Research Institute, three types of numerical modeling techniques are proposed: Preliminary, Calibrated 1, and Calibrated 2 models, in order of improvement. For the proposed models, an earthquake of the 2016 Gyeongju, South Korea (peak ground acceleration of 0.28 g) and its amplified earthquake (peak ground acceleration of 0.50 g) are input. The response spectra of the measuring points are obtained by numerical analysis. Good agreement is observed in the comparisons between the experiment results and the simulation conducted on the finally adopted numerical model, Calibrated 2. In the process of improving the model, this paper investigates the influences of the mode shape, material properties, and boundary conditions on the structure's seismic behavior.

A shake table test is conducted for the three-story reinforced concrete building structure using 0.28 g, 0.5 g, 0.75 g, and 1.0 g of seismic input motions based on the Gyeongju earthquake. Computational efforts are made in parallel to explore the mechanical details in the structure. For engineering practice, the elastic modulus of concrete and rebar in the dynamic analysis is reduced to 38% and 50%, respectively, to calibrate the structure's natural frequencies. The engineering approach to the reduced modulus of elasticity is believed to be due to the inability to specify the flexibility of the actual boundary conditions. This aspect may lead to disadvantages of nonlinear dynamic analysis that can distort local stress and strain relationships. The initial elastic modulus can be applied directly without the so-called engineering adjustment with infinite element models with spring and spring-dashpot boundary conditions. This has the advantage of imposing the system flexibility of the structure on the sub-boundary conditions of springs and damping devices to control its sensitivity in a serial arrangement. This can reflect the flexibility of realistic boundary conditions and the effects of system damping (such as the gap between a concrete footing and shake table, loosening of steel anchors, etc.) in scalar quantities. However, these spring and dashpot coefficients can only be coordinated based on experimental results, making it challenging to select the coefficients in-prior to perform an experimental test.

신재생에너지 신규설비 보급이 매년 꾸준히 증가하고 있으며, 그중 개발 확장성이 풍부하고 생산유발계수가 큰 해상풍력 시장이 급성장하고 있다. 특히 서남해 권역은 최고 수준의 해상풍력 잠재량을 보유하고 있으며, 관련 프로젝트들이 추진 중이다. 본 연구는 점토층 지반에 효과적인 해상풍력 하부구조물의 개발에 있어 EUROCODE에 의한 구조물의 설계 절차를 제시하고 구조 안전성을 고찰하여 관련 기술 분야에 이바지함을 목표로 한다. 선행연구에서는 풍력발전기 용량이 5MW급을 주요 대상으로 하였으나, 서남해 해상 풍력발전기 시장의 기술 추세에 부합하는 발전 용량 8MW급을 연구 모델로 선정하였다. 이에 본 연구에서는 서남해 지질 조건에 부합하는 하부구조물을 개발하고, 구조 안전성을 유한요소법을 활용하여 검증하였다. 초기 설계안에서 일부 구간을 보강하여 구조 안전성을 확보하였다. 본 연구 결과를 기반으로 하여, 향후 다양한 형태의 하부구조물에 대한 구조 안전성 평가가 가능하며, 전문화된 구조 설계 및 평가 기준을 확립하였다.

Using UV nanoimprint lithography(UV-NIL), 1-dimensional(1-D) pattern structures were fabricated on a hybrid mixture thin film of lanthanum oxide and a UV-curable resin. 1-D pattern on a wafer fabricated by the laser interference lithography was transferred to polydimethylsiloxane and this is used as a mold of UV-NIL process. Conducting an X-ray photoelectron spectroscopy, C 1s and La 3d spectra were analyzed, and it was confirmed that hybrid thin film was successfully deposited on glass substrate. Also, transferred pattern structure was observed by using an atomic force microscopy. Through this, it was revealed that agglomerations between 1-D pattern were increased as UV irradiation time increased and this phenomenon disrupted the quality of NIL process. Additionally, liquid crystal(LC) cells with patterned hybrid thin films were fabricated and LC alignment performances were investigated. Using the polarizing optical microscopy and the crystal rotation method, LC alignment state and pretilt angles were observed. Consequently, the uniform homogeneous LC alignment was achieved at UV irradiation time of 1min and 3min where high resolution pattern transfer was observed.

제주도 북서부인 애월 해안에는 평탄하게 흐른(판상) 용암류와 둥근 모양(원통)의 용암류가 관찰된다. 원통형 용암류의 치밀한 내부에는 동심원 구조와 방사상 절리가 발달한다. 구엄리 돌염전 주변의 판상 용암류 내부에는 상하부의 굵기가 다른 주상절리가 발달한다. 주상절리 상부는 다각형의 형태가 고르지 않으며 직경은 120-150 cm이다. 주상절리 하부는 육각형과 오각형으로 형태가 일정하고, 크기도 60 cm 내외이다. 원통형 로브는 크기와 형태에 따라 두 그룹으로 나눌 수 있다. 하나는 메가로브인데, 최대 직경이 30 m인 반원형이다. 또 하나는 원형의 로브로 직경이 10 m 이하이다. 원통형 용암류의 방사상 절리의 기둥 단면은 육각형과 오각형이며, 기둥의 직경은 중심에서 바깥쪽으로 증가하는데 바깥쪽 경계부에서는 80-120 cm 정도이다. 원통형 용암에서 관찰되는 동심원 구조는 4가지 요인이 복합된 것이다. 첫째는 원형의 균열로, 원통형 용암류 내에서 안쪽과 바깥쪽 사이의 온도차와 밀도차로 발생한 수축으로 생긴 틈새이다. 둘째는 방사상 절리의 마디층이 동심원을 이룬 것으로, 이 마디층은 방사상 절리와 동시에 만들어진 것이다. 셋째는 유동 띠로서, 용암이 흐를 때 둥근 통로에 남긴 흔적이다. 네 번째는 용암에서 빠져나온 가스가 동굴에 형성된 기공 띠이다.