Traditional marine structures are difficult to construct under the marine environment. These structure have maintenance costs associated with the chloride attack environments. In this paper, a new structure system is proposed to overcome these disadvantages. The connection of precast reinforced concrete girders and bent cap is the main feature of the proposed structure system. To assess the joint performance of the proposed methods, full-scale joint was fabricated and tested under cyclic loading. The key parameters examined were the pile displacement; the strain in the reinforcement; and the crack patterns in the concrete. The test structure behaved stably for cyclic loading. The test structure is analyzed to be safe in all members.

본 연구는 일반철근과 FRPH Bar를 주철근으로 한 철근 콘크리트 보부재를 대상으로 정적실험 및 반복하중 재하실험을 수행하여 에너지 소산성능 및 반복하중 저항성능을 분석하였다. 실험을 위하여 24MPa의 설계강도를 가진 콘크리트 보부재(200×200×2175mm)를 제작 하였으며, 4점 휨 시험을 수행하여 초기균열하중, 항복하중, 파괴하중을 측정하였다. 정적하중 재하실험을 통해 각 시험체에 대한 항복하중과 파괴강도를 측정하였는데, 항복하중은 RC보에서는 48.9kN, FRPH 보에서는 36kN으로 평가되었으며, 파괴하중은 두 시험체 모두 50kN의 강 도를 보였다. 정적하중-처짐 결과에서는 FRPH 보는 RC보에 비하여 인장경화특성을 나타내는데, 이는 FRPH bar의 인장경화 특성에 기인한다. 반복하중하에서 FRPH bar를 가진 보에서는 일반 RC보와는 다르게 작은 폭의 균열이 넓게 발생하였으며, 우수한 처짐 복원력을 나타내었다. 정적·동적 에너지 비율을 이용한 에너지 소산능력에서는 RC보에서는 0.62, FRPH 보에서는 0.83으로 평가되었으며, 이를 통해 FRPH를 가진 보부재에서 효과적으로 반복하중에 대하여 저항함을 알 수 있다.

By analyzing the flexural capacity of shotcrete mixture with blast furnace slag and confirmed the suitability as subsea tunnel support of the long-term repeated soaked in chloride-ion slag shotcrete. As a result, the shotcrete mixture with slag is excellent evaluated in terms of flexural capacity compared with existing shotcrete.

The thermal properties of high temperature cementitious thermal storage material were investigated in this paper. Ordinary portland cement was used as basic binder and the effect of the replacement of slag was investigated.

There are various method for evaluating the durability life of concrete structures due to salt damage . The best way is to perform a corrosion test for a rebar embedded in concrete specimen was exposure to marine environment. However, this method has the disadvantage that it takes a long period of time. Also, accelerated corrosion test which was complemented complements the time-consuming weakness is limited to apply because it could not reveal a correlation between long-term exposure test. Accordingly, the purpose of this study is to derive a correlation coefficient between cycle drying -wetting accelerated corrosion test and long-term exposure test. Corrosion initiation time was measured in four types of concrete samples, i.e., two samples mixed with fly ash(FA) and blast furnace slag(BS), and the other two samples having two water/cement ratio(W/C = 0.6, 0.35) without admixture(OPC 60 and OPC 35). The accelerated corrosion test was carried out by two case, i.e., one is a cyclic drying-wetting method(case 1), and the other is a artificial seawater ponding test method(case 2). Whether corrosion occurs, it was measures using half-cell potential method. The results indicated that case 1 is to accelerated the corrosion of rebar about 24~36% as compared with case 2, then the corrosion of rebar embedded in concrete occurred according to the order of OPC60, FA, BS, OPC35. Correlation coefficient between accelerated corrosion test and long-term exposure test, case 1 is 4.23 to 5.42, and case 2 is 6.54 to 7.82.

최근 교량의 노후화에 따른 유지관리 활동이 교통체증, 환경오염, 막대한 비용의 소모로 인하여 어려움을 겪으면서 조립식교량 공 법을 이용하는 모듈러 교량 연구가 진행 중이다. 본 연구는 모듈러 교량과 관련된 연구의 일환으로 연결부를 가지는 1방향 모듈러 슬래브를 대 상으로 반복하중 재하시 단면2차모멘트의 변화를 분석하고 콘크리트구조기준의 유효단면2차모멘트 식과 비교하였다. 반복하중 재하 실험을 위하여 일체형, 모듈러 실험체 각각 1개씩을 제작하였다. 실험결과, 모듈러 실험체는 일체형 실험체의 비슷한 휨 성능을 가지고 있었으나, 극한 변위는 20% 부족한 모습을 보였다. 반복하중 재하 실험에서는 모듈러 실험체는 일체형 실험체와는 상이한 처짐 거동을 보였고 단면2차모멘트 의 변화가 상이하였다. 또한 콘크리트구조기준의 유효단면2차모멘트 계산식은 모듈러 슬래브의 단면2차모멘트를 적절히 반영하지 못하고 있 음을 확인하였고, 실험값을 기반으로 하중과 균열모멘트의 비율을 새로운 값인 4.53을 구하였다.

In this paper, the tensile capacity of the grout-filled head splice sleeve experienced repeated loads was evaluated. From the tensile test of the sleeves, it was found that all the sleeves had enough tensile strength showing the tensile failure of the steel bars.

The object of this study was to obtain single oral dose toxicity of Arisaema Rhizome (Arisaema amurense f. serratum (Nakai) Kitag) aqueous extracts. Arisaema Rhizome (Chunnamsong in Korean) is one of the most important folk remedy plants used in Asia. In the study, a 28-day rat oral gavage study has been conducted with the extracts from Arisaema Rhizome at dose of 1,250, 2,500 and 5,000 ㎎/㎏/day. The following endpoints were evaluated: clinical observations, body weight, gross and microscopic pathology, clinical chemistry, and hematology. Based on the analysis of these endpoints, it was estimated that NOEL (no observed effect level) for male rats and NOAEL (no observed adverse effect level) for female rats are 5000 ㎎/㎏/day of the water-extracts from Arisaema Rhizome.

Purpose: Functional recovery of the paretic upper extremity post stroke continues to be one the greatest challenges faced by rehabilitation professionals. Although many tasks require the coordinated participation of both hands, rehabilitation strategies for the most part have focused on the paretic limb. This study investigated whether coupled bilateral coordinated movements and repetitive high frequency TMS enhanced upper limb corticomotor excitability and motor function poststroke. Methods: For this study, we compared the neurophysiological and behavioral changes associated with two such rehabilitation protocols: coupled bilateral training and coupled unilateral training. Twenty chronic stroke patients were randomly assigned to the two training group over 8-week period. For this experiment, transcranial magnetic stumulation, EMG, Ag/AgCI suface electrode, rehabilitation training equipment, jebsen-talyer hand function kit, box & block, and pinch & power grip test kit were used. Results: First, in the box & block and JTT task, coupled bimanual group showed a reduction in movement time in comparision to receiving coupled unilateral group. Second, in the cortical excitability within affected hemisphere, using TMS, an increased in map volume, and map number following coupled bilateral group. Overall, these finding suggest that a coupled bilateral movement and high frequency repetitive TMS protocol effective in recovering upper limb motor function and cortical excitability in chronic stroke patients.

이 논문에서는 철근으로 보강한 고인성 섬유복합체(ECC) 기둥의 반복이력거동을 연구하였다. ECC를 제조하기 위하여 1종 보통 포틀랜드 시멘트(OPC)를 기본 결합재로 하고, 플라이애시를 다량 치환하여 결합재와 충전재로 사용하는 배합을 적용하였다. 철근 보강한 ECC 기둥의 반복이력거동을 평가하기 위하여 일반 철근콘크리트 기둥 실험체를 제작하여 실험을 수행하였다. 반복하중에 의한 실험의 결과, 일반 철근콘크리트 기둥에 비하여 철근 보강한 ECC 기둥은 높은 연성비와 함께 안정적인 이력거동을 나타내었고, 우수한 휨 균열 제어 특성을 나타내었다. 또한 횡방향 하중에 대한 기둥의 내력 증진효과와 함께 에너지 소산능력의 향상을 나타내었다.

이 연구에서는 SC 전단벽의 전단 연결재인 스터드의 배치와 형상이 SC 전단벽의 거동에 미치는 영향을 살펴보기 위해 전단벽체가 반복의 전단하중을 받을 때의 거동을 해석적으로 검토하였다. 이를 위해 서로 다른 배치간격과 형상의 스터드가 배열된 SC 전단벽을 대상으로 유한요소해석을 수행하였다. 그 결과, 하중-변위이력곡선으로부터 스켈레톤 곡선을 얻었고 스터드의 간격이 좁을수록 극한강도 및 항복강도가 크게 나타남을 확인했다. 또한, 일반 스터드 보다 경사부재가 있는 경사 스터드의 강도가 더 크게 나타났고 강성비가 줄어들수록 감쇠비가 증가함을 확인했다. 최종적으로 스터드의 간격이 좁을수록 누적손상에너지가 크게 나타나며 내진성능이 우수함을 확인하였다.

This study analytically reviewed the dissipated energy and ductility of Steel Plate Concrete (SC) walls subjected to cyclic shear forces to investigate the effects of shape and arrangement spacing of studs on the design of SC walls. As the decrease of stud spacings, the cumulative dissipate energy was increased and the seismic performance was improved. Under the same cumulative dissipate energy, the ductility was increased as the increase of stud spacings and the influences with stud type was insignificant.

Albendazole is the most commonly used medication worldwide for parasitic infestation. Albendazole may induce side effects such as nausea, vomiting, abdominal discomfort, and headache, however hepatotoxicity is rare. A 37-year old woman was admitted to the hospital due to headache. Her child had been repeatedly infected with enterobius vermicularis, therefore she took albendazole three times for prophylactic purposes. The patient was diagnosed with hepatotoxicity induced by Albendazole based on a history of drug use; clinical symptoms and laboratory tests improved after ceasing drug administration, with a Roussel Uclaf Causality Assessment Method (RUCAM) score of 12.

Purpose: The purpose of the present study was to investigate the effect of different types of practice on badminton skill in elementary school student during practice with observation learning, repeated reading and mixed practice combining observation learning and repeated reading. Methods: Thirty-six 5th grade male elementary students participated and were randomly assigned into four different groups; control, observation learning(OL), repeated reading(RR), and mixed model(MD). Before performing the striking skill, they observed the badminton expert’s performance three times in real time. They were asked to peform high clear striking as a badminton skill 20 times at pre-test, practice, retention(RT) and delayed retention(DR). During intervention, control group watched video clips not related badminton, OL was asked to watch the video containing the expert performance in saggital view, RR was required to read the customized reading material, and MD watched the expert’s video and read the reading material. Results: There was significant difference in performance score between pre-test, RT, DR in MD. Conclusion: The current results suggest that MD seems more effective practice to learn badminton skill for male elementary school student.

This study analytically reviewed the behavior of Steel Plate Concrete(SC) walls subjected to cyclic shear forces to investigate the effects of shape and arrangement spacing of studs on the design of SC walls. The shape of the stud did not affect the shear behavior of SC wall but, the spacing influenced to its composite action.

영상 워핑은 입력 영상을 주어진 조건에 적합하게 변형하는 기술로, 최근 영화나 애니메이션 분야에서 캐릭터의 얼굴 형상을 변형하는데 활용되고 있다. 얼굴 특징을 기반으로 형상을 변형하는 워핑 방법 가운데 하나인 메쉬 워핑은 입력 영상에서 눈, 코, 입 주변의 사각형 모양의 메쉬 그룹을 형성하여 1:1정합시킴으로써 워핑 영상을 생성하는 방법이다. 이는 메쉬 제어점 좌표에 오차가 있거나 작은 면적의 메쉬로 세분화되어 생성된 경우 메쉬들의 경계 선분에서 결과 영상이 일그러지는 문제점이 있다. 본 연구는 얼굴의 자연스러운 워핑 영상을 생성하는 과정에서 오류 발생을 최소로 하며 정확한 결과를 적은 연산량과 시간에 처리하기 위해 삼각형기반의 영상 보간 기법을 제안한다. 우선 얼굴을 대표하는 특징점들을 찾고 이들을 연결하여 기본 삼각형 메쉬를 구성한다. 제안하는 방법은 기존의 메쉬 워핑과 비교하여 연산 처리량과 시간은 단축되면서 워핑 과정에서의 오류 발생을 줄일 수 있음을 실험으로 보인다.

In this study, experimental research was carried out to improve and evaluate the seismic performance of reinforced concrete beam-column joint using Groove and Embedding FRP Rod and CFRP Sheet in existing reinforced concrete building. Test result shows that retrofitting specimen(RBCJ-SR2, SRCB2) designed by the improvement of seismic performance of reinforced concrete beam-column joints load-carrying capacities were increased 1.78 ~ 2.29 times in comparison with the standard specimen.

The SPC wall girder is connected to the vertical walls to enhance performance of wall-wall girder connection. The purpose of this study is to investigate the structural characteristics such as strength, Load-displacement relation of wall-wall girder connection under the cyclic load tests. The fracture pattern of the specimens was steel plate separation from concrete in SPC Wall induction of tensile crack failure of SPC Wall concrete.

본 연구에서는 1992년 도로교설계기준의 내진설계도입 이전 규정에 따라 설계, 시공된 교각의 축소 모델을 실험체로 제작하여 원형기둥의 변위비에 따른 횡하중을 변위제어 방식으로 입력하여 준정적 방법을 통해 실험을 실시하였다. 연구에 적용한 보강재는 성능을 향상시킨무기계 합금강인 Helical Bar로써 원형기둥 외부에 보강 후 실내실험을 통하여 파괴거동, 하중-변위 관계, 연성도 평가 및 에너지 평가를실시하였다. 실험변수로는 위험단면 내에서 나선으로 보강한 보강재의 단면력의 크기와 나선보강의 간격, 보강형태로 두었으며, 준정적 실험을 통해 보강성능의 차이와 효과를 확인하였다. 실험결과 보강대상 부재의 성능에 따라 적절한 보강재의 단면력 크기결정과 보강간격 및형식의 선정이 필요하며 기계적 보강재뿐만 아니라 고강도 콘크리트 피복으로의 치환으로도 보강성능이 향상됨을 확인할 수 있었다.

Pharmacological studies and clinical practices have indicated that Radix Astragali, a dried root of Astragalusmembranaceus possesses a lot of biological activities, including antioxidant, hepatoprotective, anti-diabetic, tonic, diuretic,antimicrobial, antiviral, and immunological activities. These biological activities approved by the modern pharmacologicalstudies are mainly due to the constituents of Astragalus membranaceus including polysaccharides, saponins, flavonoids,amino acids, and trace elements. In resent, the main constituents in the root part showing a lot of biological activities hasbeen isolated also from the aboveground parts such as leaves and sprouts in our laboratory. However, the safety evaluationfor the aboveground parts of Astragalus membranaceus should be checked before expanding their application as one of food.In the study, a 90-day rat oral gavage study has been conducted with the extracts from Astragalus membranaceus-above-ground parts at doses of 1000, 3000, and 5000㎎/㎏/day. The following endpoints were evaluated: clinical observations, bodyweight, gross and microscopic pathology, clinical chemistry, and hematology. Based on the analysis of these endpoints, it wasestimated that NOEL (no observed effect level) for male rats and NOAEL (no observed adverse effect level) for female ratsare 5000㎎/㎏/day of the water-extracts from Astragalus membranaceus-aboveground parts.