PURPOSES: The objective of this paper is to select the confidential intervals by utilizing the second moment reliability index(Hasofer and Lind; 1974) related to the number of load applications to failure which explains the fatigue failure and rut depth that it indicates the permanent deformation. By using Finite Element Method (FEM) Program, we can easily confirm the rut depth and number of load repetitions without Pavement Design Procedures for generally designing pavement depths. METHODS : In this study, the predictive models for the rut depth and the number of load repetitions to fatigue failure were used for determining the second moment reliability index ( ). From the case study results using KICTPAVE, the results of the rut depth and the number of load repetitions to fatigue failure were deducted by calculating the empirical predictive equations. Also, the confidential intervals for rut depth and number of load repetitions were selected from the results of the predictive models. To determine the second moment reliability index, the spreadsheet method using Excel’s Solver was used. RESULTS : From the case studies about pavement conditions, the results of stress, displacement and strain were different with depth conditions of layers and layer properties. In the clay soil conditions, the values of strain and stresses in the directly loaded sections are relatively greater than other conditions. It indicates that the second moment reliability index is small and confidential intervals for rut depth and the number of load applications are narrow when we apply the clay soil conditions comparing to the applications of other soil conditions. CONCLUSIONS : According to the results of the second moment reliability index and the confidential intervals, the minimum and maximum values of reliability index indicate approximately 1.79 at Case 9 and 2.19 at Case 22. The broadest widths of confidential intervals for rut depth and the number of load repetitions are respectively occurred in Case 9 and Case 7.

To synthesize Sn nanoparticles (NPs) less than 30 nm in diameter, a modified polyol process was conducted at room temperature using a reducing agent, and the effects of different pH values of the initial solutions on the morphology and size of the synthesized Sn NPs were analyzed. tin(II) 2-ethylhexanoate, diethylene glycol, sodium borohydride, polyvinyl pyrrolidone (PVP), and sodium hydroxide were used as a precursor, reaction medium, reducing agent, capping agent, and pH adjusting agent, respectively. It was found by transmission electron microscopy that the morphology of the synthesized Sn NPs varied according to the pH of the initial solution. Moreover, while the size decreased to 11.32 nm with an increase up to 11.66 of the pH value, the size increased rapidly to 39.25 nm with an increase to 12.69. The pH increase up to 11.66 dominantly promoted generation of electrons and increased the amount of initial nucleation in the solution, finally inducing the reduced-size of the Sn particles. However, the additional increase of pH dominantly induced a decrease of PVP by neutralization, which resulted in acceleration of the agglomeration by collisions between particles.

In this study, highly sensitive hydrogen micro gas sensors of the multi-layer and micro-heater type were designed and fabricated using the micro electro mechanical system (MEMS) process and palladium catalytic metal. The dimensions of the fabricated hydrogen gas sensor were about 5mm×4mm and the sensing layer of palladium metal was deposited in the middle of the device. The sensing palladium films were modified to be nano-honeycomb and nano-hemisphere structures using an anodic aluminum oxide (AAO) template and nano-sized polystyrene beads, respectively. The sensitivities (Rs), which are the ratio of the relative resistance were significantly improved and reached levels of 0.783% and 1.045 % with 2,000 ppm H2 at 70˚C for nano-honeycomb and nano-hemisphere structured Pd films, respectively, on the other hand, the sensitivity was 0.638% for the plain Pd thin film. The improvement of sensitivities for the nano-honeycomb and nano-hemisphere structured Pd films with respect to the plain Pd-thin film was thought to be due to the nanoporous surface topographies of AAO and nano-sized polystyrene beads.

생명공학 기술의 발달로 산업적으로 이용 가치가 높은LMO를 만들기 위해 끊임없는 노력이 이뤄지고 있다. 이러한다양한 시도로 인하여 향후 상용화될 LMO에 대한 위해성 평가와 안전관리는 지속적으로 보완 발전되어야 한다. 본 논문에서는 현재 우리나라에서 이뤄지고 있는 LMO 생태계 안전관리 위해성 심사 과정을 조명하였다. LMO의 생태계위해성심사는 LMO법에 따른 통합고시 별표 10-1에 명시된 항목에근거하여 수행하고 있다. 평가 자료의 위해성 심사 영역은 자연환경위해성을 평가하기 위하여 생물종 위해성 판단 영역, 도입유전자 위해성 판단 영역, 주변 생태계 영향 판단 영역으로나누어 진행하고 있다. 최근 신기술 개발에 따른 LMO 심사의 범위와 항목에 여러 제약이 존재한다. 따라서 생태계 위해성 안전관리를 위해 신기술로 생산된 LMO에 대한 다각적인논의가 필요할 것으로 사료된다.

공항 활주로의 균열 및 파손은 항공기의 이착륙 시 발생하는 충격과 기체의 엔진에서 발생하는 열, 그리 고 외부환경조건 등과 같은 다양한 요인으로 인해 발생하게 된다. 활주로 포장 파손이 결과적으로 기체에 악영향을 미칠 수 있기 때문에 적절한 유지보수가 신속히 이루어져야 한다. 포틀랜드 시멘트 콘크리트의 경우 우수한 강도와 내구성능, 구조적 특성, 그리고 경제성과 같은 장점을 지니고 있기 때문에 유지보수 재료로 활발히 사용되고 있으나, 낮은 인장강도와 접착강도로 인해 보수재료 자체에 균열이 발생하거나 기 존 포장과 새로 타설된 재료의 계면 사이에서 조기 균열이 발생하여 추가적인 유지보수를 진행해야하는 상 황이 발생할 수 있다. 이러한 기존 시멘트 콘크리트의 단점을 개선하고자 새로운 포장 재료에 대한 연구가 많은 학자들에 의해 진행되어왔으며, 대표적인 재료로는 시멘트 수화물이 아닌 에폭시와 같은 고분자 재료 가 결합재를 대신하는 폴리머 콘크리트(Polymer concrete)가 있다. 폴리머 콘크리트의 경우 우수한 내약 품성과 기계적 물성, 그리고 빠른 경화시간을 가지기 때문에 신속한 시공이 요구되는 활주로 유지보수 분 야에 적합하나, 기존 포장 재료와 상이한 열팽창계수로 인해 환경하중이 반복되는 동안 보수재료보다 강도 가 낮은 기존 포장 부분에서 파손이 발생할 수 있으므로 이를 미리 예측할 수 있는 모니터링 시스템의 구 축이 필요하다. 또한, 다양한 하중조건과 외부 온도조건에 노출되는 보수부의 특성상 구조물의 파손과 내 구성능의 저하를 효과적으로 모니터링 할 수 있는 기술의 필요성이 이전부터 제시되어왔다.

건물의 경우, 용도 변경에 따른 중력하중 변화, 시공 단계에 따라 중력하중 변화 등이 구조물 시스템에 영향을 미친다. 따라서, 본 연구에서는 시스템 식별 변수 설정에 있어 기존에 강성만을 변수로 설정한 방법에 추가적으로 질량을 변수로 설정하여 시스템을 식별하는 기법을 제안한다. 계측한 동특성과 FE모델에서 추출한 동특성 간의 차이를 최소화하여 변수를 탐색하게 된다. 최소화 기법으로 변형 유전 알고리즘을 적용하였다. 보다 전역적 해탐색을 위해 변형 유전 알고리즘은 더 넓은해 탐색 공간에서 해를 찾는다. 철골 보 구조물의 시뮬레이션을 통해 본 연구가 제시한 기법을 검증하였고 변형 유전 알고리즘과 기존의 단순 유전 알고리즘의 성능을 비교하였다. 또한, 강성 식별만을 수행한 기존 연구의 방법과 본 연구가 제시한 기법간의 차이를 비교하였다.

The effects of processing parameters on the flow behavior and microstructures were investigated in hotcompression of powder metallurgy (P/M) Ti-6Al-4V alloy. The alloy was fabricated by a blended elemental (B/E)approach and it exhibited lamellar α+β microstructure. The hot compression tests were performed in the range of tem-perature 800-1000℃ with 50℃ intervals, strain rate 10−4-10 s−1, and strain up to 0.5. At 800-950℃, continuous flowsoftening after a peak stress was observed with strain rates lower than 0.1 s−1. At strain rates higher than 1 s−1, rapiddrop in flow stress with strain hardening or broad oscillations was recorded. The processing map of P/M Ti-6Al-4V wasdesigned based on the compression test and revealed the peak efficiency at 850℃ and 0.001 s−1. As the processing tem-perature increased, the volume fraction of β phase was increased. In addition, below 950℃, the globularization of phaseat the slower strain rate and kinking microstructures were found. Based on these data, the preferred working conditionof the alloy may be in the range of 850-950℃ and strain rate of 0.001-0.01 s−1.

15Cr-1Mo base oxide dispersion strengthened (ODS) steel which is considered to be as a promising candidate for high- temperature components in nuclear fusion and fission systems because of its excellent high temperature strength, corrosion and radiation resistance was fabricated by using mechanical alloying, hot isostatic pressing and hot rolling. Torsion tests were performed at room temperature, leading to two different shear strain routes in the forward and reverse directions. In this study, microstructure evolution of the ODS steel during simple shearing was investigated. Fine grained microstructure and a cell structure of dislocation with low angle boundaries were characterized with shear strain in the shear deformed region by electron backscattered diffraction (EBSD). Grain refinement with shear strain resulted in an increase in hardness. After the forward-reverse torsion, the hardness value was measured to be higher than that of the forward torsion only with an identical shear strain amount, suggesting that new dislocation cell structures inside the grain were generated, thus resulting in a larger strengthening of the steel.

곤충(초파리, 모기, 누에)은 해충방제, 유용물질생산, 의학연구 등을 위해 유전자변형 곤충으로 개발되어 왔지만, 아직까지 국내에서 유전자변형 곤충에 대한 환경위해성 평가 등이 거의 실시 되지 못하고 있다. 따라서, 본 연구에서 유전자변형 누에의 환경위해성 평가를 3가지 항목(이동성, 생존능력, 산란 및 부화율)으로 진행하였다. 첫째, 기본 사육 절차에서의 탈출가능성(이동성), 둘째, 사육환경으로부터 탈출시 생존 가능성(8개의 극한 환경조건; 고온, 저온, 건조, 습함, 먹이의 유무), 셋째, 비유전자변형 누에♀ x 비유전자변형 누에♂, 비유전자변형 누에♀ x 유전자변형 누에♂, 유전자변형 누에♀ x 비유전자변형 누에♂, 유전자변형 누에♀ x 유전자변형 누에♂으로부터 나온 산란 및 부화율을 비교 하였다. 유전자변형 누에와 비유전자변형 누에의 이동성은 통계적으로 차이가 없었으며, 산란 및 부화율 또한 통계적 차이가 없었다. 다만, 비유전자변형 암수쌍에서 산란된 알의 부화율보다 유전자변형 누에♀ 와 비유전자변형 누에♂에서 산란된 알의 부화율이 통계적으로 낮은 결과를 보였다. 극한환경에서의 생존율 실험에서 상대적으로 유전자변형 누에가 비유전자변형 누에보다 생존율이 낮았으며, 특히 고온조건의 환경에서 통계적으로 생존율이 낮은 결과를 보였다. 저온 조건의 경우 누에 유충의 동면으로 인해 실험결과를 명확하게 얻을 수 없었다. 유전자변형 누에와 비유전자변형 누에가 일부의 차이를 보였으나 모든 실험에서 유전자변형 누에의 값이 비유전자변형 누에보다 낮게 나타났으며, 결과적으로 이번 연구에서는 유전자변형 누에의 위해성은 비유전자변형 누에보다 적었다.

Newmark-type deformation analysis has rarely been done in Korea due to the popularity of simple pseudo-static limit equilibrium analysis and detailed time-history FE/FD dynamic analysis. However, the Korean seismic dam design code updated in 2011 prescribes Newmark-type deformation analysis as a major dynamic analysis method for the seismic evaluation of fill dams. In addition, a design PGA for dynamic analysis is significantly increased in the code. This paper aims to study the seismic evaluation of four existing large fill dams through advanced FEM/Newmark-type deformation analyses for the artificial earthquake time histories with the design PGA of 0.22g. Dynamic soil properties obtained from in-situ geo-physical surveys are applied as input parameters. For the FEM/Newmark analyses, sensitivity analyses are performed to study the effects of input PGA and Gmax of shell zone on the Newmark deformation. As a result, in terms of deformation, four fill dams are proved to be reasonably safe under the PGA of 0.22g with yield coefficients of 0.136 to 0.187, which are highly resistant for extreme events. Sensitivity analysis as a function of PGA shows that PGA30cm (a limiting PGA to cause the 30 cm of Newmark permanent displacement on the critical slip surface) is a good indicator for seismic safety check. CFRD shows a higher seismic resistance than ECRD. Another sensitivity analysis shows that Gmax per depth does not significantly affect the site response characteristics, however lower Gmax profile causes larger Newmark deformation. Through this study, it is proved that the amplification of ground motion within the sliding mass and the location of critical slip surface are the dominant factors governing permanent displacements.

The dissertation is on the measurement of the strain caused by the characteristics and the temperature changes of the TIG welded zone which is used with 3D ESPI system that is functionally modified through the laser ESPI system. Experimental results have derived from the fact that the welded zone has micro crack during the various phased of the process such as rolling, alkali cleaning, air cooling and heat processing due to the repetitious up-and-down of the temperature. Especially, both 60℃ and 90℃ are selected to measure the strain on the welded zone which can be effected by these two temperatures in the manufacturing process. The flat plate differences between ESPI and the strain gage are within 2 %, and they are the exactly same with the results from the temperature changes of 60 ℃ and 90 ℃, and also within 3 % and 4 %. As the tensile load increase, the strain of aluminum material increases linearly. Also the same effect are observed as the temperature goes up with irregular-line type. The comparison of the strain by ESPI and the strain gage in the welded specimen is within the 2.6% when it is under the room temperature and low-load conditions, while it is measured within 3 % under the high load condition.

Glass fiber reinforced thermosetting polymer plastic (GRP) is widely used in the construction industries due to the advantages of their superior mechanical and physical characteristics. Most of pipes are installed for long-term purposes and they should be safely installed in consideration of installation conditions because there are unexpected various terrestrial loading conditions. In this paper, we present the result of investigation for 253 days pertaining to the structural behavior of flexible pipes buried underground. From the buried test results, we predicted long-term, up to 60 years, ring deflection of GRP pipes buried underground based on the method suggested by the existing literature. It was found that the GRP flexible pipe is appropriate because 5% ring deflection limitation of 60 years could be satisfied.

유전자변형생물체(Genetically Modified Organisms, GMOs)는 식량, 환경, 에너지부족 등 인류가 직면하고 있는 각종 문제점을 해결하기 위한 대안으로 그 개발 및 이용이 가속화되고 있다. 특히 몇몇 국내 개발 GM 작물은 안전성평가 단계에있어서 조만간 실용화될 것으로 전망되고 있다. GMO에 대한일반인들의 인식조사 연구는 대부분 소비자를 대상으로 진행되어왔으며 실제 GM 작물이 상업화되었을 때 이를 재배할 경작자에 대한 인식조사 연구는 부족한 실정이다. 본 연구에서는 농업인의 GMO에 대한 인식 파악 및 재배의도를 알아보기위해 설문조사와 표적집단면접(FGI)를 병행하였다. 설문조사는 논산, 김천, 충주, 상주 지역의 농민 747명을 대상으로 실시하였으며, FGI는 농업분야에 종사하고 있는 남녀 농업인 5명을 대상으로 수행하였다. 조사 결과 GM 작물에 대한 인지수준과 지식수준은 각각 85.5%, 65%로 일반인과 크게 다르지않았다. GM 작물에 대한 정보 실태로써 ‘알고 있거나 들어본적이 있는 GM작물 종류’에 대해 ‘수량증진’에 대한 응답이가장 높았으며, ‘병저항성’, ‘해충저항성’ 순으로 조사되었다.GM 작물에 대한 인식은 ‘긍정적’과 ‘부정적’ 응답이 비슷한 분포를 나타냈으나, GMO에 대한 섭취 및 재배 의향은 전반적으로 부정적인 것으로 조사되었다. 특히 GMO의 재배보다는섭취에 더 부정적인 것으로 나타났다. GM 작물 형질에 대한선호도로는 ‘병 저항성’ 형질이 가장 높았으나 ‘맛’, ‘수량’,‘건강개선’ 등의 형질에 대해서도 고른 응답을 보였다.

Magnetostrictive actuator is fabricated with epoxy bonding method instead of sputtering method in this study. Fabrication process and experimental measurement method for magneto-mechanical characteristics is proposed. For the design of highly flexible magnetostrictive actuator, TbDyFe epoxy bonding with SU-8 substrate is adopted. The fabrication process for SU-8 substrate and the epoxy bonding is suggested and magnetostrictive behavior is investigated. Variable magnetic field is applied to measure the various magnetostrictive characteristics and magnetostriction is measured with different waves and different magnitude of magnetic field.

PURPOSES: The purpose of this study is to provide the method of how to measure the coefficient of thermal expansion of concrete using temperature compensation principle of electrical resistance strain gauge. METHODS : The gauge factor compensation method and thermal output(temperature-induced apparent strain) correction method of selftemperature compensation gauge were investigated. From the literature review, coefficient of thermal expansion measurement method based on the thermal output differential comparison between reference material(invar) and unknown material(concrete) was suggested. RESULTS: Thermal output is caused by two reasons; first the electrical resistivity of the grid conductor is changed by temperature variation and the second contribution is due to the differential thermal expansion between gauge and the test material. Invar was selected as a reference material and it、s coefficient of thermal expansion was measured as 2.12×10-6m/m/℃. by KS M ISO 11359-2. The reliability of the suggested measurement method was evaluated by the thermal output measurement of invar and mild steel. Finally coefficient of thermal expansion of concrete material for pavement was successfully measured as 15.45×10-6m/m/℃. CONCLUSIONS: The coefficient of thermal expansion measurement method using thermal output differential between invar and unknown concrete material was evaluated by theoretical and experimental aspects. Based on the test results, the proposed method is considered to be reasonable to apply for coefficient of thermal expansion measurement.

This study shows the role of waves, tide, storm surge and river discharge which impact on water level variation in Suyeong bay. Suyeong bay has a narrow inlet channel where is flood dominance caused by rainfall. The effect of typhoons which make a serious