P파와 SV파와 입사할 때 비균질 퇴적층에서의 지진응답을 유한요소법과 경계여소법을 조합하여 해석하였다. 유한요소법을 사용하여 불규칙한 기하형상과 비균질 재료 특성을 모델링하였고, 경계요소법을 사용하여 인위적인 경계로부터 불필요한 파의 반사를 없앨수 있게 반무한 영역을 모델링하였다. 경계요소의 기본해는 반무한 영역문제에서 반드시 고려해야하는 방사조건을 자동적으로 만족시킨다. 따라서 외부영역과 내부영역의 접촉면에서 표면력의 평행조건과 변위의 연속조건을 사용하여 P파와 SV파에 의한 지진응답을 해석하였다.

Fluorescent anionic oligo surfactants were synthesized by the condensing products of long chain alkylvinylether-maleic anhydride cooligomers and resorcinol including dye structures. Their various surface activities and dispersing action were studied on the aqueous solution. These oligo surfactants exhibited a remarkable surface tension lowering property, lower foaming and a large dispersing action for the particles of α-copper phthalocyanine blue. Further it was ascertained that the binding of oligo surfactant onto the pigment surface caused the deviation towards lower wavelengths at the maximum fluorescent intensity as compared with aqueous oligo surfactant solutions, These surface active properties of the oligo surfactants may be attributed to rigid and hydrophobic structure of dye groups, besides surface-active groups of alkylether groups and carboxylic group of the anionic oligo surfactants.

圓商管에 휩모멘트가 작용하면 변형후 단연은 橋圓형 상을 갖 게 된다. 단면의 타원화에 의해 단면이 감소하 게 되면 휩강성이 감소하게 되며， 따라서， 챔모멘트-꼭률관계가 倚重뻐減젠으로 된다. 이 휩강성의 감소 현상 을 Brazier 이 론 또는 Brazier 현상이라고 한다. 적층평판에 있어서도 각충의 재료상수가 뚜렷하게 다른 경우 원통관에서의 Brazier 현상과 유사한 현상이 발생한다. 본 논문에서는 평판에서익 Brazier 현상을 규명하기 위하여 3층 적충모델을 만틀어 zt 층의 재료정 수가 현저히 다른 경 우 어떠한 현상이 일어나는 가롤 실험적으로 규명하였고， 이론해석을 위하여 스프링모덴 을 사용하였다. 본 논문의 모델에서 알 수 있듯이 중간충의 재료상수가 상하충 요소의 재료상수 보다 뚜넷하 게 작은 경우 중간층의 지똥이 현저히 크게됨을 알 수 있었다. 즉， 본 논문에서 채택한 모델의 정우에 있어서 도 원통판에서 일어나는 Brazier 현상이 일어나고 있음이 실험적 그리고 해석적으로 규명되었다.

From the results of model tests, statistical regression analysis for EHP estimation based on hull form parameters is adopted in this study. From this result, the method for estimation of EHP and optimization of hull form parameters at the initial design stage of fishing boats is developed. This method is applied to two standard fishing boats with chine lines. The EHP s are estimated and compared to experimental results. From the optimization of four principal hull form parameters of these fishing boats, approximately 19% of resistance reduction at the design speed is achieved and thus certifies that this method can be used efficiently for the initial design of hull forms of fishing boats.

4-(4-Alkyloxybenzoyloxy)-4'-(S)-α-halo-alkanoyloxybipeny1계열 액정화합물이 합성되고, 그들의 액정성질이 조사되었다. 합성된 바이페닐 에스터계열 화합물들은 키랄 스메틱 C상 뿐 아니라 키랄 네마틱 및 스메틱 A상을 나타내고, 10-7cm2 이상의 큰 자발분극을 나타내었다.

Four novel amphoteric surfactants of N-alkoxyethylcarboxybetaine series were synthesized via Schotten-Baurnman reaction between four alkyl chlorides contaning 10, 12, 14 and 16 carbon atoms in their N-alkyl group and dimethylaminoethanol to give the intermediate products, alkoxyethyldimethylamine, Quaternization of these intermediates was permitted to form 2-(alkoxyethyldimethylarnmonio) acetates, whose structures were identified by elemental analysis. IR spectrophotometry and 1Hnmr spectrometry. The yield of the final products was shown in the range of 74~77% based on the yield of the intermediate products, Surface tension of the aqueous solution of the final products was measured. and the critical micelle concentrations(cmc) were shown in the range of 2.82×10-3~2.67×10-6mol/l, and the surface thension at erne was 35~43dyne/cm. Cmc was lowered gradually by the increase of carbon numbers in N-alkyl ether containing group. The isoelectric point was shown in the range of 4.08~6.03. It showed a tendency to lean toward the acidic site and its range was broadened as increase of the hydrophobic group length. A linear relationship between log erne and the number of carbon atoms(N) in the hydrophobic alkyl chain was shown in the relative equation of log cmc=2.49-0.50N.

산화물 초전도체에 있어서 고천이 임계온도를 갖는 미소영역을 추출하여 이를 분석하기 위하여 La-Ba-Cu-O 계, Y-Ba-Cu-O 계 및 Bi-Pb-Sr-Ca-Cu-O 계의 초전도체를 고상법 및 nitrate solution method로 제조하였다. 제조된 시료들에 대해서 x선회절분석과 저항을 측정하였다. 이들 시료 중에서 고천이온도를 나타내는 미소부분을 Meissner효과를 이용한 추출법으로 분리 해내고 EDAX로 이를 분석하였으며, 이들 결과를 요약하면 다음과 같다. nitrate solution method를 적용하면 YBCO계에 있어서 비교적 단시간에 치밀한 미세조직을 갖는 천이 온도 90K의 초전도체를 제조할 수 있다. Meissner효과를 이용하여 고천이온도에서 추출해낸 미소영역의 EDAX분석 결과는 고상법을 사용한 YBCO-23S와 nitrate solution method으로 제조한 YBCO-23N 및 YBCO-36N 에서는 초기의 조성과 거의 같았으며, 고천이 온도에서 추출된 미소영역은 조성보다는 산소 결함의 차이에 기인한 것으로 생각된다. 공침법으로 제조한 YBCO-23NA 에서는 과도한 Ba의 조성을 보였으며, 천이온도 100K 인 Bi계에서는 약한 반자성효과 때문에 추출이 불가능하였다.

이 논문에서는 최근 사회적인 이슈로 대두된 바닥충격음 중 특히 중량충격음을 저감시키기 위한 방법의 일환으로, 바닥슬래브의 두께를 증가시키는 기존의 방식과는 달리 평판형 슬래브에 장선을 설치하여 바닥슬래브의 강성을 증가시킴으로써 고유진동수의 이동을 통한 중량충격음의 저감 효과를 기대할 수 있는 장선바닥슬래브를 제안하고, 장선의 춤과 간격에 따른 중량충격음 특성을 해석적으로 분석하였다. 해석결과, 장선슬래브의 슬래브 두께가 증가할수록 음압레벨이 감소하는 경향을 나타내었으나 일정 두께 이상에서는 큰 차이를 보이지 않아 바닥두께 증가로 인한 중량충격음 차단 기대효과에는 임계치가 있을 것으로 판단된다. 또한 장선 춤의 증가와 간격 감소에 따른 바닥강성의 증가는 일관된 중량충격음 차단성능의 증가로 이어지지 않아 최적의 중량충격음 차단성능을 기대하기 위해서는 주택의 유형별로 각기 다른 장선 춤과 간격이 적용되어야 할 것으로 판단되며, 100mm 정도 장선 춤의 증가나 간격 감소로 약 1dB~2dB정도의 중량충격음 감소효과를 얻을 수 있을 것으로 기대된다.

본 연구는 기존의 인공적으로 합성된 유기 자외선 차단제를 대체하는 안정적인 식물유래 천연 자외선 차단제(BHC-S)를 개발하기 위하여 수행하였다. 땅콩싹추출물, 병출추출물 및 곰피추출물로 구성된 천연 자외 선 차단제(BHC-S)는 합성 자외선 차단제인 Parsol MCX-XR (OMC)와 동등 수준의 자외선 차단 효과를 가질 뿐만 아니라, 피부에 대한 안전성을 가지며, 주름개선 등 다기능성 효과를 가지는 것으로 확인되었다. 이로써, 자외선 차단 및 항노화을 위한 천연 화장품 원료로서의 이용이 가능할 것으로 판단된다.

A new lactic acid bacteria with gluten-degrading activity which was isolated from salted sea foods (traditional Korea fermented food), identified as Weissella confusa (99%) by use of API kit and 16S rRNA sequencing, and designated as W. confusa. When the W. confusa cultured for 48 hours at 30℃ in a MRS medium containing 1% gluten, 45% of gluten was founded to be degraded. W. confusa showed 85% of survival rate at pH 3, and 94% tolerance at 0.1% oxgall, which indicates that W. confusa would survive in stomach of human. Experiments on the thermostability was confirmed that it has a stability of 70% in 50℃. W. confusa inhibited the growth of some pathogen, except for S. aureus. Results in this study suggest that using W. confusa for fermentation of grain flour containing gluten would be desirable to prepare the gluten-free foods needed for those who suffer from celia disease and gluten allergy.

To obtain design parameter of soil protection structure having anchor type foundation, model test is executed for flexible and rigid structures. Empirical equation for soil impact force with variation of slope angle and spacing is suggested in this study.

In this paper, the buckling analysis was performed to compare the buckling mode and the buckling load for siffened plates having ㄷ, Reverse T, corrugated wave, ㄹ, honeycomb and ㅁ types of ribs. In the case of the rib space S=300mm, various types of buckling modes were appeared according to the rib types. In the case of the rib space S=450 and 600mm, the buckling loads of ㄹ, ㅁ and honeycomb were bigger than that of ㄷ and ㅁ type was the biggest.

Recently, as the level of market competition in the structural engineering field continues to rise, structural designers are finding other ways to make their designs stand out. One way of doing that is to make the designs more economical without sacrificing efficiency. As a result, the use of stepped beams and the studies involving it has become more common. Stepped beams are beams that have a sudden increase in cross section along its length. The change in cross section is made by increasing the width and/or the thickness of the flanges along a certain length while maintaining the dimensions of the web. Most of the studies involving lateral torsional buckling of stepped beams are focused on developing equations and studying the effects of symmetry. However, the studies involving actual test experiments are still very limited. Thus, this study has three main objectives. The first objective of this study is to give a brief historical overview on the series of studies involving the lateral torsional buckling capacity of stepped beams and give an idea on its current state of the art. The second objective is to determine if the intuitive expectation that the lowest critical moment always corresponds to uniform bending moment holds true for stepped beams. The degree of symmetry is varied and several loading conditions are observed. The third objective of this study is to determine the actual inelastic lateral torsional buckling capacity of doubly stepped singly symmetric I-beams having compact and non-compact flange sections subjected to two point loading condition and to use the results obtained to determine the applicability of previously proposed equations in predicting the buckling strength of stepped beams. The results are obtained by conducting actual destructive tests on doubly stepped I-beams using a universal testing machine and running simulation tests using the finite element program, ABAQUS. The main factors that are considered for the experimental and finite element analysis are the degree of beam symmetry, the loading condition, the supports, the stepped beam factors and the unsupported length. The degree of symmetry of all the stepped beams analyzed is fixed at 0.7. The unsupported lengths of the beams analyzed are 3 meters and 4 meters. The results obtained from the analysis are compared with the results from design specifications to determine the effects of steps and from proposed design equations to determine the equations’ applicability and safety. Finally, the results revealed that the stepped beams did have an increase in lateral torsional buckling capacity in comparison with the prismatic beams and that the proposed equations are suitable to be used in predicting the strength of stepped beams having compact flanges under the observed loading condition. However, for beams having non-compact flanges, the previously proposed equations produced over conservative results. Further study can also be made on stepped beams with varying degree of symmetries, loading conditions, boundary conditions and stepped beam parameters.

In this study, subject to the new shape vibration damping system that can be reused, it performed response analysis. It have developed the analysis model which can be effectively reflect the structural properties of the damping system is verified through the analysis and experimental results of existing. And it analyzed the response characteristics of the developed damping system through the analysis result.