• Journal of Convergence for Information Technology
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• v.10 no.2
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• pp.193-200
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• 2020

This study proposes the Field Oriented Capacity Upgrade Program, an educational model for improving clinical practice of occupational therapy. The effectiveness of the self-directed learning ability and problem solving ability of students was compared by comparing the proposed educational model with the traditional teaching method. The research method was divided into the experimental group who participated in the model education and the control group who participated in the lecture class, and conducted similar experimental studies using the nonequivalent control group pretest-posttest design. In addition, the study participants conducted a preliminary and follow-up survey of a total of 135 students who participated in the education over three semesters. As a result of training using the proposed learning method, the experimental group improved self-directed learning ability and problem solving ability by 22% and 18%, respectively, compared to the control group. This study developed and proposed a new teaching-learning method to improve clinical practice of occupational therapy, and it is meaningful as a basic data of teaching-learning method to improve the ability required in various jobs.

• Journal of the Korea Concrete Institute
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• v.15 no.3
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• pp.482-493
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• 2003

Flat plate structures subjected to lateral load have less deformability than conventional moment frames, due to the brittle failure of plate-column connection. In the present study, parametric study using nonlinear finite element analysis was performed to investigate the deformability of flat plates. The numerical results show that as number of continuous spans increases, the deformability of flat plates considerably decreases. Therefore, existing experiments using sub-assemblages with 1 or 2 spans may overestimate the deformability of flat plates, and current design provisions based on the experiments may not be accurate in estimating the deformability. A design method estimating the deformability was developed on the basis of numerical results, and verified by comparison with existing experiment. In the proposed method, the effects of primary design parameters such as direct shear force, punching shear capacity, aspect ratio of connection, number of spans, and initial stiffness of plate can be considered.

• Journal of the Earthquake Engineering Society of Korea
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• v.14 no.4
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• pp.29-36
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• 2010

To investigate the cyclic characteristics of exterior joints in RC frame buildings which are typically used after 1988, 70% scaled T-shaped beam-column subassemblies were designed and tested with a displacement control that is composed of 9 steps, until 3.5% story drift was reached. Axial forces are applied to columns during the experiment to simulate a real situation. The results show that the non-seismic detailed specimens failed before reaching 0.85% story drift, and their strengths are less than 0.85 times the nominal flexural strength which beam or columns should reach. The relationship of principal stress and story drift of exterior joints is similar to the one that Priestly proposed.

• Journal of the Institute of Electronics Engineers of Korea TC
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• v.46 no.11
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• pp.50-55
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• 2009

In this paper, a distributed amplifier is designed using distributed network synthesis that provides the optimum absorption capability of a capacitance. Transfer functions of filters, which consist of the amplifier, are synthesized by a low-pass Chebyshev approximation. Capacitances that a filter network can absorb are calculated as a function of its minimum insertion loss(MIL) and ripple. Active devices in a distributed amplifier are modeled as equivalent circuits by using their S-parameters, and their equivalent capacitances are absorbed into filter structures by properly adjusting the MIL and ripple of a transfer function. As an application example, a distributed amplifier with the gain of about 12.5dB is designed that operates over the frequency range between 0.1 and 7.5GHz. Experimental results prove that distributed network synthesis, which considers capacitance absorption capability, is useful to the design of distributed amplifiers.

• Proceedings of the Korea Information Processing Society Conference
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• 2007.05a
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• pp.941-944
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• 2007

본 연구에서는 센서 네트웍과 컴퓨터 비전 시스템을 이용한 모바일 센서 네트워크(Mobile Sensor Network) 의 응용에 관한 실험을 수행하였다. 주된 내용으로는 모바일 센서를 탑재한 차량을 이용한 로컬라이제이션(Localization) 과 팀원 인식(Team Identification) 등에 관련된 방법을 포함한다. 본 시스템은 시뮬레이션을 통하여 기획을 하였으며 자체 설계한 하드웨어와 내장형 소프트웨어를 탑재하여 주어진 기능을 수행하도록 하도록 하는 한편, 모바일 센서의 역할을 할 수 있도록 다양한 센서를 장착할 수 있도록 설계되었다. 또한 전자나침반을 이용한 방위각 측정능력, 초음파 센서를 이용한 근거리 장애물 회피 능력, 적외선 발광 다이오드(IR-LED)와 적외선 필터를 씌운 카메라를 이용한 동료의 위치 파악 능력등을 통하여 로컬라이제이션에 도움이 되도록 한다. 통신을 위하여 IEEE 802.11g 프로토콜에 기반을 둔 통신 능력을 가지며 차량간의 통신도 같은 프로토콜을 통하여 이루어지게 된다.

• Journal of the Earthquake Engineering Society of Korea
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• v.10 no.3 s.49
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• pp.113-123
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• 2006

An experimental investigation on the behavior of reinforced concrete coupling beams is presented. The test variables are the span-to-depth ratio, the ratio of flexural reinforcements and the ratio of shear rebars. The distribution of arch action and truss action which compose the mechanism of shear resistance is discussed. The increase of plastic deformation after yielding transforms the shear transfer by arch action into by truss action. This study proposes the deformation model for reinforced concrete coupling beams considering the bond slip of flexural reinforcement. The strain distribution model of shear reinforcements and flexural reinforcements based on test results is presented. The yielding of flexural reinforcements determines yielding states and the ultimate states of reinforced concrete coupling beam are defined as the ultimate compressive strain of struts and the degradation of compressive strength due to principal tensile strain of struts. The flexural-shear failure mechanism determines the ultimate state of RC coupling beams. It is expected that this model can be applied to displacement-based design methods.

• Journal of Korea Entertainment Industry Association
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• v.13 no.7
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• pp.397-408
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• 2019

Purpose: The purpose of this study was to examine the effects of team-based learning(TBL) program on problem solving ability, self-directed learning and learning motivation of nursing students in a adult nursing course. Methods: This study was quasi-experimental study by using nonequivalent control group pretest-posttest design. Participants were 132 nursing students consisting of each experiment group 66 and control group 66. The experiment group was provided TBL program for 2 hours per session during 6 sessions and control group was provided lecture. Data were collected by questionnaires from April 20 to June 19, 2018. Data was analyzed by a chi-square test, t-test and ANCOVA using IBM SPSS 21.0 program. Results: The mean scores of problem solving ability(F=9.179, p=.003), self-directed learning(F=7.447, p=.007) and learning motivation(F=7.974, p=.006) were significantly higher in experiment group than those in control group. Conclusion: TBL program in a adult nursing course was effective in problem solving ability, self-directed learning and learning motivation of nursing students.

• Journal of the Earthquake Engineering Society of Korea
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• v.12 no.6
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• pp.1-12
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• 2008

As internal and external seismic experiment results, the seismic performance of RC bridge piers is largely dependent on the ratio of lap-spliced bars to all longitudinal reinforcing bars in plastic hinge regions, and confining effects of transverse reinforcements. Capacity and displacement ductility of non-seismically designed existing RC piers are reduced by lap splices in plastic hinge regions. The provision for the lap splice of longitudinal reinforcing bars was not specified in KBDS (Korean Bridge Design Specifications) before the implementation of 1992 seismic design code, but the ratio of lap-spliced bars to all longitudinal reinforcing bars in plastic hinge regions is restricted to 50% in the 2005 version of KBDS. This paper presents a seismic assessment of RC piers at lap-splicing ratios of 0%, 50%, and 100%. Through a comparison of experimental and analytic results of RC piers, we introduce an appropriate ultimate strain of confined concrete in plastic hinge regions with lap-splices, and propose a method for estimating displacement ductility ratios of non-seismically designed existing RC piers using fiber element analysis.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.3
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• pp.9-17
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• 2020

The purpose of this study was to evaluate lateral load resistance of a wall structure composed of precast concrete wall and H-Pile. This type of structure can be used for noise barrier foundation or retaining wall. Mock-up specimens having actual size were designed and fabricated. The lateral design load is 54.6kN. The H-pile length for the test specimen is 1.5m for simulating behavior of actual wall structure has 6.5m H-pile in the field, which is determined from theoretical study. Lateral displacements and strains of wall and H-pile were monitored and cracking in precast concrete wall inspected during the test. Load and deformation capacity of test specimens was compared with design capacity. The comparisons demonstrated that this type of structures, precast concrete wall and H-pile, can resist enough to lateral design load.

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.83-83
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• 2019

본 연구는 기후변화에 따른 돌발홍수 및 집중호우 대비 댐 및 저수지의 보조 여수로로서 국내 최초로 적용되는 Piano key weir에 대한 수리모형실험 연구이다. 최근 기후변화에 따른 이상기후로 국지성 집중호우 및 돌발홍수가 빈번히 발생하고, 댐 설계홍수량의 설계기준 200년 빈도 홍수량에서 가능최대홍수량(Probably Maximum Flood)으로 변경됨에 따라 과거 건설된 대부분의 댐 및 저수지들이 현재의 설계기준을 만족하지 못하고 있는 실정이다. 상기 이유로 규모가 작은 저수용량 100만톤 이상의 댐들에 대해서도 비상대처계획(EAP) 수립을 의무화하고 있으나 홍수예방을 위한 적극적인 대책 수립 및 예산지원은 미미한 수준이다. 치수능력증대를 위한 구조적인 보강대책으로 댐 증고, 보조여수로 신설, 여수로 확장, 상류에 홍수조절용 댐 신설 등의 방안이 적용되고 있다. 본 연구의 대상지인 불갑저수지에서는 치수능력확대사업의 일환으로 Piano key weir와 수문 2련을 복합적으로 운영하는 보조여수로를 건설하는 것을 계획하였다. Piano key weir는 국내에서는 프랑스, 벨기에, 베트남 등에서는 실제 많은 적용사례를 확인할 수 있지만, 국내에서는 처음으로 도입되는 여수로 형식으로 레버런스 웨어와 같이 월류언의 길이를 길게 연장함으로서 월류 수심이 낮은 경우에 일반적인 웨어 형식에 비해 많은 유량을 통수할 수 있는 장점을 가지고 있다. 본 연구에서는 불갑저수지에 신설되는 Piano key weir 형식의 보조여수로에 대한 수리모형실험을 수행하여 Piano key weir의 수위별 방류량, 접근흐름, 월류 유황 등에 대해 검토하였다. 검토결과, PMF홍수량에 대해 충분한 방류가 가능함을 확인하였으며, 접근흐름, 월류 유황이 매우 안정적인 것으로 평가되었다.