Although Semisulcospira libertina is generally regarded as a supplement for the alleviation of alcohol hangover, little is known about its effects on cell metabolism. Therefore, this study was conducted to analyze the constituents of the extracts prepared using different extraction methods and to compare their biochemical properties. The amino acid contents were found to be much higher in acidic and enzymatic hydrolysates than hot water extracts from S. libertina. DPPH radical scavenging activities in acidic and enzymatic hydrolysates were higher than those of hot water extracts. Three types of S. libertina hydrolysate was added to HepG2 cells damaged by acetaminophen (AAP), after which the survival rate of HepG2 cell were measured. In addition, lactate dehydrogenase (LDH) activities in the culture media were evaluated. The survival rates of HepG2 cells were 77.0±4.3% and 81.5±1.3% at 3 h and 5h enzymatic hydrolysates, respectively. These cell survival rates were higher compared to those of the negative control group (67.8±4.3%) treated only with acetaminophen. Cellular toxicities induced by treatment with AAP were also significantly alleviated in response to treatment with the extracts of S. libertina. In addition, the activities of 2 key enzymes that metabolize ethanol, alcohol dehydrogenase and aldehyde dehydrogenase, were upregulated by 4.7- and 2.7-fold respectively in response to treatment with a 3 h enzymatic hydrolysate of S. libertina. Taken together, these results provide biochemical evidence of the method by which S. libertina exerts its biological functions, including the alleviation of alcohol hangover and the protection of liver cells against toxic insults.

Although Semisulcospira libertina is generally regarded as a supplement for the alleviation of alcohol hangover, little is known about its effects on cell metabolism. Therefore, this study was conducted to analyze the constituents of the extracts prepared using different extraction methods and to compare their biochemical properties. The amino acid contents were found to be much higher in acidic and enzymatic hydrolysates than hot water extracts from S. libertina. DPPH radical scavenging activities in acidic and enzymatic hydrolysates were higher than those of hot water extracts. Three types of S. libertina hydrolysate was added to HepG2 cells damaged by acetaminophen (AAP), after which the survival rate of HepG2 cell were measured. In addition, lactate dehydrogenase (LDH) activities in the culture media were evaluated. The survival rates of HepG2 cells were 77.0±4.3% and 81.5±1.3% at 3 h and 5h enzymatic hydrolysates, respectively. These cell survival rates were higher compared to those of the negative control group (67.8±4.3%) treated only with acetaminophen. Cellular toxicities induced by treatment with AAP were also significantly alleviated in response to treatment with the extracts of S. libertina. In addition, the activities of 2 key enzymes that metabolize ethanol, alcohol dehydrogenase and aldehyde dehydrogenase, were upregulated by 4.7- and 2.7-fold respectively in response to treatment with a 3 h enzymatic hydrolysate of S. libertina. Taken together, these results provide biochemical evidence of the method by which S. libertina exerts its biological functions, including the alleviation of alcohol hangover and the protection of liver cells against toxic insults.

The purpose of this study is to verify the relationships among innovative behavior, turnover intention, and job security. An additional purpose was to examine partial mediating effects on psychological ownership. The baseline of analyzing those relationships in this study is that the role of psychological ownership will be a mediator between job security and turnover intention as well as innovative behavior in the organization. To accomplish these purposes, a model was built among job security as predictor variable, the psychological ownership as mediating variable and turnover intention, and innovative behavior as criteria variables based on the studies conducted in the various areas. The 248 questionnaires surveyed from the area of DaeGu and Kyungbuk were used in the statistical analyses. The detail statistical techniques are such as descriptive analysis, reliability analysis, factor analysis, correlation analysis, and multi regression analysis. The results of the study show that job security had positively significant effect on turnover intention and innovative behavior. In addition, only the psychological ownership of organization-level thinking have partial mediating effects between job security and innovative behavior also job security and turnover intention. The results may indicate that the psychological ownership of organization-level thinking be a key factor to alleviate the turnover intention of employees and to encourage the innovative behavior during their works for the small-medium size companies showing the unstable job security.

송국리유적의 남서쪽에 해당하는 54지구는 1974년 이래 가장 집중적인 조사가 이루어진 지역이다. 특히 서쪽으로 뻗은 舌狀의 구릉성 대지는 주변조망이 용이한 곳인데, 삭토와 성토공사로 대지를 정지, 확장한 후 목책을 설치한 것으로 알려져 왔다. 그런데, 최근 시행된 조사를 통하여, 목책으로 인식되었던 주열의 성격이 대형 굴립주건물로 판명되었고 이를 중심으로 하는 특수한 구획시설의 존재도 확인되었다. 이 시설은 대지의 북동쪽과 남동쪽에 각각 11×1칸의 대형 굴립주건물을 배치하고 건물의 주위와 대지의 서쪽을 견고한 鬱柵으로 둘러싼 특이한 구조를 띠고 있다. 건물을 둘러싼 울책의 내외에 前庭과 廣場을 두고 망루로 추정되는 주혈군과 1×1칸의 굴립주건물을 배치하였다. 이러한 구조는 이 공간이 취락 내에서 특별히 구별된 공간으로서 격리·보호·방어적 성격과 함께 공공 집회를 염두에 둔 광장적 성격을 동시에 갖고 있음을 시사한다. 송국리 취락이 수전 농경을 기반으로 형성된 취락이라는 점을 감안할 때, 대형 굴립주건물은 곡물을 저장, 보관하는 고상창고였을 가능성이 높으며 이와 함께 농경과 관련한 의례행위도 함께 행해졌던 것으로 추정된다. 즉, 송국리취락의 특수공간은 생산물의 저장·관리공간인 동시에 의례공간으로 판단 된다.

철근콘크리트 구조물의 설계 시 구조물의 연성거동을 보장할 수 있도록 한다. 연성거동에 영향을 미치는 주요 인자 중 하나는 철근이다. 철근콘크리트에 사용되는 철근은 KS D 3504에 따라 제작되어지는데, 설계 시 사용되는 철근의 항 복강도는 KS D 3504에서 제시하는 기준 항복강도이다. 항복강도가 달라짐에 따라 구조물의 파괴거동 또한 달라질 수 있다. 본 연구에서는 기준 항복강도와 KS D 3504에서 허용하고 있는 허용 최대항복강도를 적용하였을 때의 구조물의 파괴거동 차이를 비교 및 분석하였다.

This research provides a method that can be conveniently and easily to apply the prestressing force to concrete structures incorporating shape memory alloy fibers. For this, discrete shape memory alloy fibers were manufactured to be mixed with cement mortar. Then shape memory effect was generated to evaluate uplift displacements at the mid-span of the mortar beams with increasing fiber volume fractions.

PC구조형식은 사전 제작된 PC 부재를 현장에서 거치한 후 추가 긴장력 도입 및 연결부 시공의 과정을 거쳐서 구조물을 완성시키는 형식이다. 하지만 현장타설부와 PC부 사이 부착면에서 균열발생 및 수밀성 감소에 따른 누수문제가 발생할 수 있다. 이러한 균열 및 누수문제는 철근의 부식을 초래할 수 있으며, 이는 구조물의 장기사용 내구성을 급격히 감소시키는 주요 원인이 될 수 있다. 본 연구에서는 기존 PC 구조물 접합부 경계면에서의 부착력 부족에 대한 문제를 해결하기 위해서, 형상기억합금을 활용한 표면처리 부재를 제안하고, 형상기억합금 와이어를 이용한 연결부의 성능을 평가하고자 하였다. 이를 위해서 본 연구는 해당 기술 실현을 위한 사전연구로서 와이어의 개수와 절곡유무, 그리고 형상기억효과 발현 유무에 따른 연결재의 인발력을 평가하고자 하였다. 연구결과를 통해서 SMA 연결재의 인발저항성능을 결정짓는 연결부의 형상효과와 형상기억발현효과, 그리고 부착효과에 대해서 평가할 수 있었다. 또한 이에 대한 설계변수별 예측식을 제안하였고, 예측 값과 실험값 간의 유효성을 확인하였다.

In this study, the compressive force is evaluated for the SMA surface reinforcement member which is to improve the bond capacity at cold-joint in PC member. As a result, the total compressive force can be estimated according to the number of wires.

In this study, the 3 point-bending test was performed on the RC T-beam and the image processing method was used to analyze the change of curvature according to the step of loading. As the loading step progressed, the bending deformation and inflection point of curvature by shear cracks occurred. It will be possible to evaluate the detailed behavior of the RC structure by using the image processing method used in this study.

최근 철근 콘크리트 구조물에 다양한 철근 이음이 사용되고 있다. 이에 따라 커플러 이음 철근의 인장 특성에 대한 파악이 중요해졌 다. 본 연구에서는 커플러 이음 철근의 연성도에 대한 평가를 위하여 ASTM A615 기준에 따라 생산된 Grade 60 D22(#7), D29(#9), 그리고 두 종류의 커플러를 상대로 1축 인장시험을 수행하였다. 보다 정확하고 다양한 지점에서 자유로운 계측이 가능한 이미지 프로세싱 방법을 사용하 여 변형률을 계측하였다. 1축 인장시험 결과, 응력-변형률 관계와 응력 단계별 종방향 변형률 분포를 산출할 수 있었고, 이를 통하여 동일한 표 점거리 내에서 커플러 이음 부분이 많이 차지할수록 평균변형률이 낮아지는 것을 알 수 있었다. 또한 커플러 이음철근의 극한거동 및 파단 시 변형률에 대한 평가를 통해 커플러의 길이에 대한 한계상태변형률과 파단변형률과의 상관관계를 정식화하였다.

In this study, the 1-directional tension tests were conducted to evaluate ductility capacity of splice rebar. As a result, the ductility of the reinforced concrete members embedded in the coupler was significantly lower than that of general RC members.

In this study, the 3 point bending tests were conducted to evaluate ductility capacity of splice rebar. As a result, the difference in ductility between RC members embedded in the coupler and general RC members was not significant. For more accurate analysis, 4 point bending tests are considered to be necessary.

In the both overlap connection and connection with tapered threaded splices of seismic test results, the good agreement of seismic capacity are shown. Therefore the proposed tapered threaded splices can be applied to the RC structure to replace the overlap connection of rebar.

본 연구에서는 철근의 인장시험에서 변형률에 대한 상세 측정을 위하여 이미지 프로세싱을 이용하고, 변형률 분포와 넥킹구간을 평가하였다. 이미지 프로세싱 방법으로는 기존의 회색조영상을 이용한 방법이 아닌 칼라영상의 색상정보를 분석하여, 원하는 타겟과 가장 일 치하는 영역과 그 외의 영역으로 구분하여 이진영상으로 변환하는 방법을 사용하였다. 변환된 이진영상에서 개별 타겟들의 도심점을 산출한 후 각 도심점의 상대변위값을 변형률로 환산하였다. 인장실험은 ASTM A615 기준으로 제작된 grade 60 철근 중 D22와 D29에 대해서 시험을 수행하였다. 이미지 프로세싱을 이용하여 계측된 변형률 결과를 기존 변형률 게이지를 이용하여 계측한 결과와 비교하여, 본 연구에서 사용한 이미지 프로세싱 방법에 대해서 검증하였다. 이미지 프로세싱을 이용하여 초기 탄성구간의 변형률 뿐만 아니라 넥킹구간에서 발생한 0.5 (50%) 이상의 변형률도 계측이 가능한 것을 확인하였다. 본 연구결과 이미지 프로세싱을 통하여 기존 변형률 게이지의 계측한계를 극복가능 하고, 다양한 지점에서 자유롭게 계측할 수 있음을 알 수 있었다.

In this paper a method for measuring crack of RC members by using image analysis. Targets are attached on the surface of specimen equally in longitudinal and horizontal directions. Crack widths are measured by location of the detected targets on the images. The result compares crack patterns depending on steel ratio of the RC members. In members with high steel ratio, many additional cracks occurred after the initial crack and it reached the stabilized cracking stage. In members with low steel ratio, only one additional crack occurred after the initial crack and it was confirmed that the ductility capacity was lower in the members with low steel ratio than high steel ratio.

In this study, the uniaxial tensile tests were conducted to verify the difference of ductile behavior according to steel ratio of RC member. The tests were conducted on concrete compressive strength of 30MPa and SD400-D19 rebars. The steel ratio was classified with 0.59% and 2.87%. From the evaluation results based on limit state strain, both 0.59% steel ratio and 2.87% steel ratio were confirmed to exhibit more than 5% strain presented in korean highway bridge design code. But in case of 0.59% steel ratio, the decrease of limit state strain and failure strain was remarkably confirmed.

This study measured the in-plane and out-of-plane deflections of a beam using image processing technology. The deflections and rotation obtained from the vision-based measurement were compared with those from the traditional, current measurement method using three wired potentiometers. The results of this study indicated that the proposed vision-based measurement system was successfully applied to evaluating the out-of-plane deflections of a beam including the vertical in-plane deflection.

High speed railway bridges should be strictly maintained due to its social importance. However, There are many problems to execute loading test for precision safety diagnosis. A numerical experiment with a numerical model which is updated for reflecting characteristics of an existing bridge can be useful for high speed railway bridge maintenance. Moreover, more efficient maintenance can be possible if only ambient vibration is needed for numerical model updating process. In this study, a numerical model updating process is introduced in which only ambient vibration is enough to execute the process. Also, the usability of updated numerical model is verified by comparing measured and analyzed acceleration.

This study proposes a measurement method using angular sensors to measure deformation and displacement of bridges. The proposed measurement method consists of gyroscope sensors and data processor to transform angular to vertical displacement. This study contains experimental evaluation to verify the applicability of the proposed method. 3-points bending tests were conducted on a small-sized girder specimen. The displacements were measured with both conventional LVDT and gyroscope sensor to compare the accuracy of the proposed method. It is estimated that the method using gyroscope shows some noise in data, but the method using gyroscope has advantages to measure the vertical displacement. Therefore if the sampling rate and synchronizing problems can be approved, it can be a good alternative measuring method for the deformation of the bridges.

This study proposes a measurement method using angular sensors to measure deformation and displacement of bridges. The proposed measurement method consists of gyroscope sensors and data processor to transform angular to vertical displacement. This study contains experimental evaluation to verify the applicability of the proposed method. 4-points bending tests were conducted on a small-sized girder specimen. The displacements were measured with both conventional LVDT and gyroscope sensor to compare the accuracy of the proposed method. It is estimated that the method using gyroscope shows some noise in data, but the method using gyroscope has advantages to measure the vertical displacement. Therefore if the sampling rate and synchronizing problems can be approved, it can be a good alternative measuring method for the deformation of the bridges.