• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.514-521
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• 2006

In strengthening structure, the external post-tensioning method which secure clearness in the structure analysis process is adopted to bridge as well as architecture structure. Therefore, the major objective of this study is to investigate the effects and application of external post-tensioning method for steel plate girder bridge. It analyzed the mechanical behaviors of steel plate girder bridge with applying external post-tensioning on the finite element analysis and laboratory test for the dynamic characteristics. As a result, the reinforcement of steel plate girder bridge the external post-tensioning method are obviously effective for the response which is non-reinforced. The analytical and experimental study are carried out to investigate the post-tension force decrease stress and deflection on steel plate girder bridge for serviceability. It is investigated that the change degree of natural frequency is very low with applying the external post-tensioning method. The servicing steel plate girder bridge with external post-tensioning is the reasonable reinforcement measures which could be secured the stability of dynamic behavior and increase a dropped durability.

• 대한물리의학회지
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• 제12권2호
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• pp.91-101
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• 2017

PURPOSE: The aim of this study was to verify the effect of trunk strengthening exercise using oscillation by comparing trunk muscle thickness, as well as balance of healthy adults during exercises performed with an oscillatory device and non-oscillatory device. METHODS: Twenty-two participants were randomly assigned to one of two groups: the trunk strengthening exercise using oscillation (TSEO) group (n=11) or the trunk strengthening exercise using non-oscillation (TSEN) group (n=11). Subjects in all groups performed the exercises three days per week for 6 weeks. All subjects performed four types of exercises: pull over, seated twist, power push, and diagonal power plank. Trunk muscle thickness of the rectus abdominis (RA), internal oblique (IO), external oblique (EO), transverse abdominis (TrA), and multifidus (MT) were measured with an ultrasonography. The balance ability were evaluated using the Romberg test with eyes open, eyes closed, one-leg standing test (OLST), and limits of stability (LOS). All tests were performed before the intervention, as well as after 6 weeks and 8 weeks of exercises. RESULTS: There was a significant difference of RA, IO, TrA, and MT according to the main effect of the time (p<.05). There was a significant difference of IO and LOS according to interaction effect between the time and group (p<.05). CONCLUSION: As intended, the cyclic forces induced by the oscillating device did increase trunk muscle thickness. However, the effect was limited and significant only for the IO muscle. Combining trunk strengthening exercise with oscillation appears to be more effective in improving dynamic balance.

• 대한물리의학회지
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• 제16권3호
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• pp.107-113
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• 2021

PURPOSE: Selective strengthening of the transverse abdominis muscle (TrA) during abdominal hollowing makes an important contribution to the stability and control of the spine. This study examined the effects of abdominal hollowing exercise (AHE) according to the visual feedback method on the external oblique, internal oblique, and transverse abdominis muscles. METHODS: Twenty healthy subjects were assigned randomly to an AHE with visual feedback from real-time ultrasound image (group A, n = 10), AHE with visual feedback with pressure biofeedback unit (group B, n = 10). Both groups underwent 20 min of AHE with visual feedback once daily, five days/week for two weeks. The changes in the muscle thickness of the TrA, internal oblique abdominal muscle (IO), and external oblique abdominal muscle (EO) were measured by ultrasonography. RESULTS: The thickness of TrA was changed significantly in both groups (p < .05). However, the lowest minimal detectable changes were achieved in Group A. The thickness of the IO and EO muscles in group A was changed significantly, but there were no significant changes in group B. CONCLUSION: Both visual feedback methods were effective for strengthening the TrA muscles selectively. Nevertheless, AHE with visual feedback using real-time ultrasound images may be more useful in trA muscle contraction.

• Structural Monitoring and Maintenance
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• 제9권3호
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• pp.271-287
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• 2022

This study investigates the bending behavior of a composite concrete slab roof with different methods of externally strengthing using steel plates and carbon fiber reinforced polymer (CFRP) strips. First, the concrete slab model which was reinforced with CFRP strips on the bottom surface of it is validated using experimental data, and then, using numerical modeling, 7 different models of square-shaped composite slab roofs are developed in ABAQUS software using the finite element modeling. Developed models include steel rebar reinforced concrete slab with variable thickness of CFRP and steel plates. Considering the control sample which has no external reinforcement, a set of 8 different reinforcement states has been investigated. Each of these 8 states is examined with 6 different uncertainties in terms of the properties of the materials in the construction of concrete slabs, which make 48 numerical models. In all models loading process is continued until complete failure occurs. The results from numerical investigations showed using the steel plates as an executive method for strengthening, the bending capacity of reinforced concrete slabs is increased in the ultimate bearing capacity of the slab by about 1.69 to 2.48 times. Also using CFRP strips, the increases in ultimate bearing capacity of the slab were about 1.61 to 2.36 times in different models with different material uncertainties.

• 한국구조물진단유지관리공학회 논문집
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• 제13권2호통권54호
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• pp.153-164
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• 2009

본 논문에서는 2경간 강합성교량의 내하력을 향상시키기 위해, 외부 긴장재로 보강하는 방법을 제시하였다. 긴장재를 직선 배치하였을 경우, 외부하중으로 인한 증가 프리스트레스력을 가상일의 원리로 구하였고, 증가 프리스트레스를 고려한 내하율 산정식을 제시하였다. 제안된 내하율 산정식으로부터, 긴장재 개수와 초기 긴장력의 계산방법을 제시하였다. 본 방법을 2경간 강합성교량에 적용하여, 산정식의 타당성과 합리성을 검증하였다.

• Computers and Concrete
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• 제27권4호
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• pp.343-353
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• 2021

In this study, in order to improve the seismic performance of existing reinforced concrete (RC) framed structures, various external attachment of corner steel frame configurations was considered as a user-friendly retrofitting method. The external steel frame is designed to contribute to the lateral stiffness and load carrying capacity of the existing RC structure. A six-story building was taken into account. Four different external corner steel frame configurations were suggested in order to strengthen the building. The 3D models of the building with suggested retrofitting steel frames were developed within ABAQUS environment using solid finite elements and analyzed under horizontal loadings nonlinearly. Horizontal top displacement vs loading curves were obtained to determine the overall performance of the building. Contributions of steel and RC frames to the carried loads were computed individually. Load/capacity ratios for the ground floor columns were presented. In the study, 3D rendered images of the building with the suggested retrofits are created to better visualize the real effect of the retrofit on the final appearance of the façade of the building. The analysis results have shown that the proposed external steel frame retrofit configurations increased the lateral load carrying capacity and lateral stiffness and can be used to improve the seismic performance of RC framed buildings.

• 한국전문물리치료학회지
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• 제23권2호
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• pp.84-92
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• 2016

Background: Strengthening the supraspinatus is an important aspect of a rehabilitation program for subacromial impingement and tendinopathy. Many authors recommended empty-can (EC), full-can (FC), and prone full-can (PFC) exercises to strengthen the supraspinatus. However, no ultrasonography study has yet investigated supraspinatus muscle architecture (muscle thickness; MT, pennation angle; PA, fiber bundle length; FBL) in relation to supraspinatus strengthening exercises. Objects: The purpose of this study was to compare the architecture (MT, PA, and FBL) of the supraspinatus muscle during three different types of exercises (EC, FC, and PFC) using diagnostic ultrasound. Methods: Participants performed three different exercises: (A) EC; the arm was maintained at $60^{\circ}$ abduction with full internal rotation in the sitting position, (B) FC; the arm was maintained at $60^{\circ}$ abduction with full external rotation in the sitting position, and (C) PFC; the arm was maintained at $60^{\circ}$ abduction with full external rotation in the prone position. Ultrasonography was used to measure the MT, PA and FBL of the supraspinatus. One-way repeated analysis of variance with Bonferroni's post-hoc test was used to compare between the three exercises and the initial position of each exercise. Results: Compared with each initial position, the FC exercise showed the greatest mean difference in muscle architecture properties and the PFC exercise showed the least mean difference. Conclusion: The findings suggest that the FC exercise position may have an advantage in increasing the amount of contractile tissue or producing muscle power and the PFC exercise position may be useful in a rehabilitation program because it offers the advantage of maintaining the muscle architecture properties.

• 한국방재학회 논문집
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• 제8권4호
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• pp.1-8
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• 2008

기존 구조물의 RC 보는 전단내력이 부족한 경우가 빈번히 발생하며, RC 보의 전단파괴거동은 갑작스럽고 취성적이다. 자중의 증가를 줄이면서 전단성능을 향상시키는 보강방법으로 강판, 탄소 판 및 탄소섬유시트 등과 같은 보강재료를 사용하여 전단 내력이 부족한 기존 RC 보의 표면에 고성능 접착제로 부착하는 방법이 실무에서 가장 많이 적용되고 있다. 본 연구는 보강재료로 강판을 사용하며, 보강재료의 형태는 Slit의 크기와 모양으로 다양하게 변화시키고 유닛화하였다. 총16개 실험체에 대하여 전단보강근의 유무, Slit의 형상, 강판두께 등을 변수로 한 실험을 통하여 Slit형 강판으로 전단보강한 RC보에 대한 보강효과, 파괴성상 및 전단내력을 비교 분석하였다. 실험결과 파괴모드는 수직형 Slit(SV시리즈)실험체는 전단파괴를 하였고, 경사형 Slit(SD시리즈)실험체는 휨파괴 양상을 나타내었다. SV시리즈 실험체는 사인장 균열발생과 동시에 Slit 강판이 콘크리트 표면을 물고 떨어지는 부착박리 파괴거동으로 콘크리트 조기파괴를 하였다. SD시리즈 실험체들은 Solid 강판을 부착한 실험체보다 다소 큰 강성과 전단내력을 나타냈다. RC 보의 휨거동을 연성적으로 유도하기위한 전단보강방법은 경사형 Slit 강판의 적용이 효율적이었다.

• 한국구조물진단유지관리공학회 논문집
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• 제26권5호
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• pp.143-150
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• 2022

이 논문은 내진 성능 향상 목적으로 외부 강재로 보강한 콘크리트 부재의 휨 성능에 대한 실험적 연구이다. 구조물을 보강하기 위하여 벽과 기둥을 보강재로 감싸는 형식의 보강 방법을 적용하였는데, 이 구조물에서 가장 긴 지간을 갖는 벽체 일부 단면을 실물 크기로 제작하여 정적 재하 실험을 수행하는 방법으로 강성 보강효과를 확인하였다. 실험 결과, 보강 단면은 충분한 보강 성능을 발현하는 것을 확인하였으나, 가력기의 용량 부족과 안전상의 문제로 파괴까지의 거동을 확인하지는 못하였다. 보강재가 벽체에 작용하는 면외방향 모멘트를 효과적으로 부담하고 있는 것을 확인하였고, 측정된 변위와 철근 변형률 등의 분석을 통하여 보강 전 부재에 비하여 부재 강성과 휨모멘트 저항능력이 향상되었음을 검증하였다.

• 한국수학교육학회지시리즈A:수학교육
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• 제47권2호
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• pp.155-168
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• 2008

The theory of representation, which has been an important topic of epistemology, has long history of study. But it has diverse meaning according to the fields of argument. In this paper the author set the meaning of mathematical representation as the interrelation of internal and external representations. With this concept, the following items were studied. 1. Survey on the concepts of mathematical representations. 2. Investigation of pedagogical significance of the mathematical representations, taking into account the characteristics of school mathematics. 3. Recommendation of principles for teaching representation to cope with the problems that are related with cause of disliking each domain of the secondary school mathematics. This study is expected to enable the development of teaching methods to help students strengthening their ability to comprehend mathematical sentences.