• 한국안광학회지
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• 제11권2호
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• pp.137-141
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• 2006

현 호남지역에 거주하는 10대에서 60대의 조절력을 측정하고, 이미 알려진 나이에 따른 조절력을 비교해 보았다. Push-up method을 사용하여 조절력을 측정한 결과, 각각 연령대의 평균조절력을 보면 10대 9.88D, 20대 8.65D, 30대 6.92D, 40대 5.05D, 50대 4.29D, 60대 4.63D의 결과를 얻을 수 있었다. 조절력은 나이가 많아짐에 띠라 감소함을 알 수 있었지만 이 조사에서는 50, 60대에서 상당히 높은 조절력을 보였다. 이는 앞으로 타 지역의 조절력 조사와 근용 가입도 및 조절력 검사에 참고해야 할 것으로 사료된다.

• Composites Research
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• 제24권5호
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• pp.29-33
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• 2011

교량 바닥판에서 고성능 재료의 적용은 고가임에도 불구하고 바닥판 중량 감소와 경제성 향상을 위한 대안으로 대표될 수 있다. 초고성능콘크리트 재료를 활용한 교량에서 기존의 헤드형 스터드가 바닥판과 강재 거더사이의 전단력을 충분히 전달할 수 있는지 그 적용성을 검증할 필요가 있다. 이 논문에서는 UHPC 교량 바닥판과 강재 거더의 합성거동을 분석하기 위해 2면 전단실험을 수행하였다. 정적 재하 실험 결과 헤드형 스터드의 실험체별 극한강도는 직경에 비례였으며, 일반 콘크리트, 교량 바닥판에 비해 전단강도가 향상되는 것으로 나타났다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1998년도 하계학술대회 논문집 A
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• pp.275-277
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• 1998

The effect of the coil flux, so called "push/pull effect", is to shift the airgap flux density variation due to the magnet alone by a certain amount. Thrust therefore is shift downward or upward. The push/pull effect was presented through the FEM analysis and static tests. We compared with the thrust obtained through the FEM analysis and static tests.

• The Journal of Korean Physical Therapy
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• 제32권1호
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• pp.58-63
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• 2020

Purpose: This study examined the effects of the right or left knee lift during push up plus in the quadruped position on the serratus anterior (SA) muscle activity. Methods: Twenty-one subjects (male 11, female 10) performed the quadruped position on push up plus. The muscle activities of the lower trapezius (LT), SA, and upper trapezius (UT) were measured by surface electromyography. Repeated measurements of one-way ANOVA were performed for statistical analysis of the data, and the criterion for statistical significance was set to p<0.05 and comparative analysis of the UT and SA ratio using a Paired t-test. Results: The right SA increased the muscle activity of the right knee lift during quadruped position push up plus (p<0.05). In particular, the right SA muscle activity was higher than the left. In addition, comparative analysis of the UT and SA ratio to the right knee lift during quadruped position push up plus was performed (p<0.05). The right was found to be a significant statistic compared to the left, but the left SA increased the muscle activity of the left knee lift during quadruped position push up plus (p<0.05). The left SA muscle activity was higher than right. In addition, comparative analysis of UT and SA ratio to the left knee lift during quadruped position push up plus was performed (p<0.05). The left was found to be a significance statistic than the right. In addition, the interaction effect between the groups showed significant differences (p<0.05). Conclusion: Knee lift during push up plus is recommended for the selective activation of a research exercise protocol of one side of the serratus anterior.

• 한국콘텐츠학회논문지
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• 제22권1호
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• pp.224-239
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• 2022

온라인 판매가 무서운 성장세를 보여주고 있음에도 불구하고, 소비자 채널 전환행동 영역에서 오프라인 밴드왜건이 여전히 많은 주목을 받고 있다. 소비자의 오프라인에서 온라인 소매업자로의 전환행동을 탐색하는 기존연구와 달리, 본 연구는 push-pull-mooring 모델을 기반으로 소비자가 온라인에서 오프라인 채널로 전환하는 이유와 시점에 중점을 두어 살펴본다. 따라서, 본 연구는 구조방정식 모델과 SPSS를 이용하여 설립된 연구가설을 검증하였다. 그 결과는 예상대로 push 요인(지각된 위험과 불만족)과 pull 요인(대안매력과 지각된 주인의식)이 모두 소비자의 온라인에서 오프라인 채널로의 전환의도에 긍정적 영향을 미치는 것으로 나타났다. 또한, push 요인과 전환비용간의 상호작용 및 pull 요인과 주관적 규범간의 상호작용을 제외하고, 모든 push 요인과 mooring 요인(전환비용, 다양성 추구 성향과 주관적 규범)간의 상호작용 및 pull 요인과 mooring 요인간의 상호작용이 검증되었다. 마지막으로 시사점과 한계점을 더불어 제시하였다.

• Steel and Composite Structures
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• 제23권2호
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• pp.239-250
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• 2017

In the concept of two-parameter fatigue failure criterion, the material fatigue failure is determined by the damage degree and the current stress level. Based on this viewpoint, a residual strength degradation model for stud shear connectors under fatigue loads is proposed in this study. First, existing residual strength degradation models and test data are summarized. Next, three series of 11 push-out specimen tests according to the standard push-out test method in Eurocode-4 are performed: the static strength test, the fatigue endurance test and the residual strength test. By introducing the "two-parameter fatigue failure criterion," a residual strength calculation model after cyclic loading is derived, considering the nonlinear fatigue damage and the current stress condition. The parameters are achieved by fitting the data from this study and some literature data. Finally, through verification using several literature reports, the results show that the model can better describe the strength degradation law of stud connectors.

• Steel and Composite Structures
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• 제27권1호
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• pp.123-133
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• 2018

Steel-concrete-steel (SCS) sandwich composite structure with corrugated-strip connectors (CSC) has the potential to be used in buildings and offshore structures. In this structure, CSCs are used to bond steel face plates and concrete. To overcome executive problems, in the proposed system by the authors, shear connectors are one end welded as double skin composites. Hence, this system double skin with corrugated-strip connectors (DSCS) is named. In this paper, finite element model (FEM) of push-out test was presented for the basic component of DSCS. ABAQUS/Explicit solver in ABAQUS was used due to the geometrical complexity of the model, especially in the interaction of the shear connectors with concrete. In order that the explicit analysis has a quasi-static behavior with a proper approximation, the kinetic energy (ALLKE) did not exceed 5% to 10% of the internal energy (ALLIE) using mass-scaling. The FE analysis (FEA) was validated against those from the push-out tests in the previous work of the authors published in this journal. By comparing load-slip curves and failure modes, FEMs with suitable analysis speed were consistent with test results.

• Steel and Composite Structures
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• 제19권4호
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• pp.843-860
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• 2015

Recycled tire rubber-filled concrete (RRFC) is employed into the steel-concrete composite structures due to its good ductility and crack resistance. Push-out tests were conducted to investigate the static behavior of steel and rubber-filled concrete composite beam with different rubber mixed concrete and studs. The results of the experimental investigations show that large studs lead a higher ultimate strength but worse ductility in normal concrete. Rubber particles in RRFC were shown to have little effect on shear strength when the compressive strength was equal to that of normal concrete, but can have a better ductility for studs in rubber-filled concrete. This improvement is more obvious for the composite beam with large stud to make good use of the high strength. Besides that the uplift of concrete slabs can be increased and the quantity and width of cracks can be reduced by RRFC efficiently. Based on the test result, a modified empirical equation of ultimate slip was proposed to take not only the compressive strength, but also the ductility of the concrete into consideration.

• Steel and Composite Structures
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• 제24권1호
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• pp.23-35
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• 2017

Current form of Corrugated-strip connectors are not popular due to the fact that the two ends of this form need to be welded to steel face plates. To overcome this difficulty, a new system is proposed in this work. In this system, bi-directional corrugated-strip connectors are used in pairs, and only one of their ends is welded to the steel face plates on each side. The other end is embedded in the concrete core. To assemble the system, common welding devices are required, and welding process can be performed in the construction sites. By performing the Push-out test under static loading, the authors experimentally assess the effects of geometric parameters on ductility, failure modes and the ultimate shear strength of the aforesaid connectors. For this purpose, sixteen experimental samples are prepared and investigated. For fifteen of these samples, one end of the shear connectors is welded to steel face plates, and the other end is embedded in the concrete. Another experimental sample is prepared in which both ends are welded to the steel face plates. According to the achieved results, several relations are proposed for predicting the ultimate shear strength and load vs. interlayer slip (load-slip) behavior of corrugated-strip connectors. Moreover, these formulas are compared with those of the well-known codes and standards. Accordingly, it is concluded that the authors' relations are more reliable.

• Steel and Composite Structures
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• 제28권4호
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• pp.483-494
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• 2018

In this research the effect of high strength concrete (HSC) on shear capability of the channel shear connectors (CSC) in the steel concrete composite floor system was estimated experimentally and analytically. The push-out test was carried out for assessing the accurateness of the proposed model (nonlinear and finite element model) for the test specimens. A parametric analysis was conducted for predicting the shear capacity of the connectors (CSC) in the HSC. Eight push-out specimens of different sizes with different strength levels were tested under the monotonic loading system. The aim of this study was to evaluate the efficacy of the National Building Code of Canada (NBC) of Canada for analysing the loading abilities of the CSC in the HSC. Using the experimental tests results and verifying the finite element results with them, it was then confirmed by the extended parametric studies that the Canadian Design Code was less efficient for predicting the capacity of the CSC in the HSC. Hence, an alternative equation was formulated for predicting the shear capacity of these connectors during the inclusion of HSC for designing the codes.