This report is the result of devising a method for utilizing the device of the load cell to maintain a constant watercontent of the medium every day to prepare a cultural substrates with the mixer for growing mushrooms bottle cultivation. A loadcell was device under the medium mixer. It is developed when the device reaches the weight calculated as amount of substratebottled and number of the bottle, it is automatically terminated by water injection. In addition, measuring the water content ofeach medium and the total weight of the medium reaches the target moisture content were calculated by using the programCheong et al. (2015). Enter the total weight of the medium on the display unit of the load cell, when starting the water supply toreach the weight-based mixing media, the water supply is stopped. This method can improve the convenience by reducing theuser's trouble in repeated work medium prepared by automating water supply. The suitable moisture content of the mixedmedium for some kind of mushroom can be improved by the composition accuracy. And mycelial culture period, primordialperiod, mushroom growing period is maintained even of the medium can be produced stably. Therefore, it is possible to achievea stable management of the mushroom farm according to mushroom quality and quantity stable throughout the year.

본 연구에서는 적설하중 산정을 위한 노출계수를 결정 하는데 필요한 기초자료를 제공하기 위하여 각국의 온실 구조설계기준에서 제시된 노출계수들을 비교분석하였고 우리나라의 각 지역별 노출계수를 결정하고 결정방법에 대하여 개선방안을 분석하였으며 연구결과를 요약하면 다음과 같다. 각국의 노출계수 기준을 비교분석한 결과 노출계수에 영향을 미치는 주요인자는 노풍도, 풍속, 바람막이의 유무인 것으로 분석되었다. 또한 일본을 제외한 각국의 기 준을 종합하면 노출계수는 3가지 단계로 구분되며 바람에 완전히 노출되고 바람이 센 지역의 노출계수는 0.8(0.9), 바람에 부분적으로 노출된 지역은 1.0(1.1), 바람 막이가 조밀하게 설치된 지역은 1.2로 나타낼 수 있다. 따라서 온실의 적설하중 산정을 위한 노출계수는 적용의 용이성을 고려한다면 3단계로 구분하여 제시하는 것이 바람직할 것으로 판단된다. ISO 4355기준에 따라 우리 나라 94개 지역에 대한 노출계수를 산정한 결과 대관령 (0.5)과 여수(0.6)를 제외한 모든 지역의 노출계수가 1.0 과 0.8 두 가지로 대별되었다. 우리나라의 내륙지역이 해안지역에 비해 상대적으로 더 큰 강설 확률을 가지며 최대풍속이 5m·s-1 이상인 일수가 더 작은 것으로 분석되 었다. 우리나라의 노출계수는 3단계로 구분하여 해안 지역을 중심으로 한 바람이 강한 지역을 0.8로 하고 내륙 지역은 1.0으로 하며 촘촘한 바람막이가 있는 경우는 일본을 제외한 각국에서 적용하고 있는 값인 1.2로 결정하 는 것이 바람직할 것으로 판단되며, 임계풍속 5.0m·s-1 이상 일 수에 따른 지역별 구체적인 노출계수는 추가적인 연구를 통해 결정할 필요가 있다.

온실의 냉방부하 산정방법 개발을 위하여 열수지 방법에 기초한 냉방부하 산정식을 구성하고, 포그냉방 온실 에서 냉방부하를 실측하여 검증하였다. 포그냉방 온실의 냉각열량은 포그분사에 의한 증발수량에 물의 증발잠열을 곱하여 구할 수 있다. 여기서, 증발수량은 포그 분사량에 증발효율을 곱하면 구할 수 있으며, 즉 분무수량을 계측하고 포그시스템의 증발효율을 알면 온실의 냉방부하를 실측할 수 있다. 따라서 온실의 냉방부하 실측을 위하여 실험온실에서 포그시스템의 증발효율을 실험하고, 실험온실의 열환경 계측과 더불어 포그 분사량을 계측하여 냉방부하 산정방법을 검토하였다. 먼저 냉방부하 산정식의 환기전열량을 검토하기 위하여 냉방을 실시하지 않은 상태에서 환기량 실측 실험을 통해 비교한 결과 열수지식을 이용한 환기전열량 예측은 비교적 양호한 결과를 보이는 것으로 나타났다. 이류체 포그시스템의 증 발효율은 0.3~0.94의 범위를 보였으며 평균 0.67로 나타 났고, 환기율이 증가함에 따라 커지는 것으로 나타났다. 포그냉방을 실시하면서 온실의 환경을 계측하여 열수지 식으로 냉방부하를 계산하고, 분무량 실측치로부터 증발 냉각열량을 구하여 비교한 결과 냉방부하 계산치와 실측치는 대체로 유사한 경향을 보이는 것으로 나타났다. 냉방부하가 낮은 경우에는 실측치에 비하여 약간 크게 예측되었고, 냉방부하가 높은 경우에는 실측치보다 작게 예측되었다. 온실의 냉방시스템 설계 시에는 최대냉방부하를 이용하여 냉방설비의 용량을 결정하게 된다. 따라서 냉방부하가 큰 쪽에서 실측치보다 작게 예측되는 부분은 검토가 필요하지만 설비용량 산정시의 안전계수를 고려하면 본 연구에서 제시한 냉방부하 산정방법은 온실의 환경설계에 적용할 수 있는 것으로 판단된다.

With an effort to verify the involvement load hypothesis, this study investigates the effects of three different vocabulary learning tasks - reading, filling in blanks, and sentence writing - on learners' short and long term memory when they are provided with the theoretically identical level of involvement tasks. It is also to examine whether there are any differences of learning effects between input and output vocabulary learning tasks. The experiments were conducted with 86 Korean middle school students grouped by three different task types. Pre-/post-tests and delayed tests were administered and analyzed. It was found that three vocabulary tasks with theoretically identical levels of involvement do not have the same learning effects: the involvement load hypothesis was not completely proved in the case of Korean students' vocabulary learning. The findings implied that (i) the difference of vocabulary learning tasks should be considered even though they have the same involvement load; (ii) given that EFL students learn new words in a limited amount of time in class, the reading task using a dictionary is found to be very helpful; and (iii) it is important to study target vocabulary repeatedly during class and to expose the vocabulary with different tasks to enhance students' retention of the newly learned vocabulary.

In this paper, we present the result of investigations pertaining to the elastic buckling of simply supported columns with various cross-sectional dimensions but the same length and volume. In the investigations the accuracy of the analysis methods is studied and it was found that the result obtained by the successive approximations technique is the most accurate. In addition, the elastic buckling loads of columns with variable cross-section dimensions are obtained by the theoretical and numerical methods. From the results, it was found that the buckling loads obtained by the numerical methods are close to the buckling loads obtained by the successive approximations technique for the practical standpoints. Moreover, the buckling load of column with convexity in its middle is the highest while the buckling load of the tapered column is the lowest as expected.

A single-layerd steel lattice roof, which has 50m span, was constructed. In order to figure out the realistic buckling load level, the structural analysis of this roof structure was performed especially by local snow load. Due to the characteristics of application of snow load, the load combinations of snow should be considered not only global area but also local part so that the critical buckling load could be observed as easy as possible. Geometrical imperfection was simulated to consider inaccurate shape of structure. And then nonlinear analysis were performed. Finally, this paper could investigate that the local snow load with geometrical imperfection decreased the level of buckling load significantly.

This paper briefly introduces the design seismic loads in Korea (KBC 2009). Then, over 10,000 recorded earthquake ground accelerograms, with their magnitude ranging from 4.0 to 8.0 and their epicentral distance ranging from 0 to 200 km, were used to examine the appropriateness of seismic load defined in Korea known as a low-to-moderate seismicity region. The following conclusions are drawn based on the results: (1) The effective peak ground accelerations (EPA) of recorded earthquake accelerograms under M ≤ 6.0 and R ≥15 km appear to be less than that of MCE in Korea for all site conditions defined in KBC 2009. (2) The design spectrum (two-thirds of the intensity of MCE) in KBC 2009 is comparable to those of earthquake records in the magnitude 6 - 7 and the epicentral distance less than 50 km. Therefore, (3) the intensity of Korean design earthquake is considered to be overly high since the Korea peninsula is generally conceived to be a low-seismicity region.

Reinforced concrete shear walls are effective for resisting lateral loads imposed by wind or earthquakes. Observed damages of the shear wall in recent earthquakes in Chile(2010) and New Zealand(2011) exceeded expectations. Various analytical models have been proposed in order to incorporate such response features in predicting the inelastic response of RC shear walls. However, the model has not been implemented into widely available computer programs, and has not been sufficiently calibrated with and validated against extensive experimental data at both local and global response levels. In this study, reinforced concrete shear walls were modeled with fiber slices, where cross section and reinforcement details of shear walls can be arranged freely. Nonlinear analysis was performed by adding nonlinear shear spring elements that can represent shear deformation. This analysis result will be compared with the existing experiment results. To investigate the nonlinear behavior of reinforced concrete shear walls, reinforced concrete single shear walls with rectangular wall cross section were selected. The analysis results showed that the yield strength of the shear wall was approximately the same value as the experimental results. However, the yielding displacement of the shear wall was still higher in the experiment than the analysis. The analytical model used in this study is available for the analysis of shear wall subjected to high axial forces.

Numerical analysis was carried out to investigate the variation of stress and strain characteristics for the rail device in stone board cutting system. The maximum equivalent stress and strain from the vertical load acting on the device decrease as the load moves forward. Also, the maximum equivalent stress appears near the end of left, and the equivalent force of right rail device was about 1.8 times higher than that of left rail device. The variation of stress and strain distributions was remarkable at the edge of the device, and it has a strong influence on the bottom and column. These results can be applicable to optimal design of the stone board cutting device for the system safety.

When an engine connecting rod is designed, it’s important to consider the buckling strength as well as deformation and durability of the rod. The buckling strength of a rod is mainly affected by the shape and area of shank cross-section and boundary conditions of its small and big ends. Buckling analysis by finite element method was carried out to evaluate the elastic buckling strength of a connecting rod that has non-uniform cross section areas. And the Merchant-Rankine formula was applied to predict the inelastic critical buckling load by considering the plastic buckling strength. Finally, the maximum allowable compressive load, which has 56.57kN, was predicted by considering the 1.7 buckling safety factor. It represents an approximately 40% greater than the maximum firing pressure.

본 논문에서는 원통형 쉘에 부착된 노즐의 구조 건전성평가를 수행하고 그 결과를 비교하기 위해 2차원(2D)과 3차원(3D)해석이 수행되었다. 현재 원자력 발전소에서 사용되는 3개의 노즐을 구조 건전성평가를 위해 선정하였고, 각각 노즐은 내부압력, 온도변화 및 외부하중을 받는다. 내부압력에 대한 2D 해석은 1.5이상의 계수 값을 이용하거나 응력집중 계수를 적용하여야 하고, 온도변화에 대한 2D와 3D 해석결과는 피복재의 유무와 상관없이 서로 거의 비슷하며, 외부하중에 대한 WRC Bulletin 297에 의한 해석결과는 3D 해석결과보다 더 보수적임을 확인할 수 있었다.

현재 사용되고 있는 대부분의 풍진동해석법은 진동수영역의 스펙트럼 해석법에 기초하고 있다. 스펙트럼해석법은 하중 및 응답의 위상각을 무시하게 되며 그에 따라 병진방향 및 비틀림 방향의 모드 응답조합이 어려워질 수 있다. 본 연구에서는 일반화 밑면 모멘트 스펙트럼밀도함수로부터 재생된 풍하중 시간이력을 이용하여 병진, 비틀림 방향이 연계된 구조물의 응답을 해석하는 시간이력 해석법에 대해서 다룬다. 제시된 시간이력 해석법의 적용성을 검토하기 위하여 직사각형 평면을 가지는 40층 규모의 구조물을 대상으 로 해석을 수행하였다. 수치해석결과에 의하면, 시간이력해석법에 의하여 질량중심으로부터 멀리 떨어진 곳의 비틀림 모드에 의한 응답특성을 파악할 수 있었으며, 병진방향과 비틀림방향 모드 응답의 조합에 의하여 보다 정확한 응답예측이 가능한 것을 알 수 있었다. 또한 해석된 응답을 이용하여 사용성능 및 처짐 성능평가를 수행할 수 있기 때문에 예비설계 단계에서 보다 정밀한 내풍 성능평가가 가능한 것을 알 수 있었다.

This study investigated the effect of a load of 15% body weight on trunk, pelvis and hip joint coordination and angle variability in subjects with and without chronic low back pain (CLBP) during an anterior load carriage task. Thirty volunteers participated in the study (15 without CLBP, 15 with CLBP). All participants were asked to perform an anterior carriage task with a load of 15% body weight. The outcome measures included the means and standard deviations for measurements of three-dimensional coordination and angle variability of the trunk, pelvis and hip joint. As CLBP patient group .06, control group .70, the correlation coefficient between the groups showed a significant difference only in trunk-pelvic in the sagittal plane (p<.05). Angle variability of CLBP patient group increased significantly in the trunk in frontal plane, the pelvis in all sagittal plane, frontal plane, transverse plane, and the hip in sagittal plane, the hip in frontal plane than angle variability of control group (p<.05). This results mean that the CLBP patient group showed a disconnected coordination pattern in the trunk-pelvis in the sagittal plane, an increased pelvic angle variability in all three planes, and hip angle variability in the sagittal, and frontal planes. The CLBP patient group may have developed a compensatory movement of the pelvis and hip joint arising from the changed stability due to the abnormal coordination patterns of the trunk-pelvic in the sagittal plane. Therefore, CLBP symptoms can potentially worsen in the pelvis and adjacent hip joint in CLBP patients who perform weight-related behaviors in their daily lives. Further research is needed to determine the three-dimensional characteristics of the electromyography and neuromuscular aspects of subjects with CLBP.

In this study, the effect of upper die type on the load characteristics of lower die and the wasted material was studied numerically. The different shapes(A-type, B-type, and C-type) of upper die were applied. Also finite element analysis method was applied for the analysis in each stage. The half of X, Y plane was analyzed due to the symmetrical shape in order to reduce the analysis time and be accurate results. The coefficient of friction was set to oil_cold conditions as refer to the system library. It was revealed that principal stress was the order in A, C, and B. A and B type have the highest value in 4 stage, and C type shows the highest value in 3 stage. In addition, Von mises stress were higher in order A, B, and C. A and B type have the highest in 4 stage, and C type shows to have about the same value in the 2 - 5 stage. The load was generally higher than C type. The load of C type was reduced in YY-direction at each stage without 2, 5, 6 stage.

In this paper, the design of hydraulic actuating circuit of doing over-running load was performed. Generally, the counter balance valve has been used to protect over-run or free falling of acuating system. But sometimes, it makes some undesirable problems such as pressure surge or vibration. To overcome such problems and satisfy the system requirements, we suggest the hydraulic circuit actuated by servo valve. In order to verify the properness of suggested hydraulic circuit, hydraulic actuator with servo valve was modeled using ADAMS/Hydraulic which is a commercial dynamic analysis software for multi-body system. Also, the effectiveness of hydraulic actuating circuit was verified via test bed and real plant.

가스 생산용 해양플랜트 설비의 경우 폭발의 위험에 노출되어 있으며, 폭발사고는 구조물의 안전성에 치명적인 영향을 미칠 수 있다. 따라서, 이러한 폭발사고에 의한 피해를 최소화하기 위해서는, 폭발하중에 의한 구조부재의 동적응답 특성을 명확히 파악할 필요가 있다. 폭발하중의 경우 매우 짧은 시간 동안에 구조물에 가격되었다가 소멸되기 때문에 구조부재의 고유주기 및 폭발하중의 지속시간을 고려한 동적응답 평가가 필수적으로 요구된다. 일반적으로 가스 폭발하중의 경우, 부 압력단계가 전체 하중 이력에서 상당 부분 존재하며, 본 연구에서는 이러한 부 압력단계의 형상에 따라 총 하중 지속시간을 결정하는 하중 모델을 제안하였다. 방화벽은 폭발사고 시 장비 및 인명 피해를 방지하고자 FPSO 탑사이드 모듈 사이에 배치되는 구조부재이므로 폭발하중에 의한 응답이력 특성 분석이 반드시 필요하다. 때문에 무 감쇠 단 자유도 모델에 가스 폭발하중을 적용하여 변위응답 특성을 분석하였으며, 평판으로 구성된 방화벽의 FE 모델을 이용한 하중 지속시간과 구조부재들의 고유주기를 고려한 응답 특성을 분석하였다. LS-DYNA를 이용한 선형/비선형 구조해석 분석결과, 부 압력단계의 지속시간이 구조물의 동적응답에 큰 영향을 주는 것을 보였다.

가스 생산용 해양플랜트 설비에서 발생할 수 있는 폭발사고의 경우, 구조 시스템의 기하학적 특성이나, 바람, 가스 누출율 등과 같은 환경적 조건에 의해 피해 규모의 범위가 상당하다. 따라서 폭발파에 의한 구조 부재의 응답을 분석하기 위해서는 이러한 조건들을 고려한 가스폭발 수치해석 과정이 반드시 필요하다. 본 연구에서는 FPSO 탑사이드의 형상 및 장비 배치와 같은 세부적인 부분까지 고려하여 폭발해석을 수행하였으며, 이를 바탕으로 획득한 하중 이력들의 특성을 분석하였다. 또한 다양한 형태로 나타나는 폭발하중 이력들 중 구조물 손상에 직접적으로 영향을 미칠 수 있는 최대 압력과 지속시간들을 고려하여 유한요소해석 시 하중조건으로 적용한 후, 부재의 응답특성에 관한 분석을 수행하였다. 유한요소해석 모델은 실제 구조물에 적용이 가능하고, 복잡한 형상을 이상화한 단 자유도 및 다 자유도 모델을 사용하였다. 정 압력 및 부 압력단계의 최대 압력이 증가함에 따라 구조 부재의 최대 응답이 증가하였고, 부 압단계에서 하중 지속시간이 증가함에 따라 구조물의 최대 변위가 증가는 경향을 보였다.

Recent increases in the use of Deep Deck, and the study was carried out much of the Deep Deck in the country. Research is the most studies on the behavior of the composite slab after the concrete is cured. However, the large stress is generated in the work load(150kgf/m2) at the time of pouring concrete. The Deep Deck does not satisfy the provisions of deflection during construction when applied to more than 6.0m span. In this study, installed a strand or reinforcing bar at the bottom of the Deep Deck. The pressing force of tension on the strand and rebar was carried out an experiment to produce an upward deflection of the Deep Deck. The loading experiment was carried out and the pressing force the UTM load.