• 디지털융복합연구
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• 제18권3호
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• pp.111-121
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• 2020

본 연구는 지속적으로 성장하고 있는 모바일 내비게이션 서비스를 이용하는 소비자들의 만족도에 대해 알아보고자 한다. 따라서 본 연구는 모바일 내비게이션 서비스를 이용하는 1200명의 소비자를 중심으로 서비스 이용행태와 만족도에 영향을 미치는 변인들에 대해 살펴보았다. 연구 결과 서비스를 이용 소비자는 주 1-2회, 3-4회에서 주말 점심, 주중 아침에 사용량이 높게 나타났다. 서비스에 대한 소비자 만족에 가장 높은 영향을 미치는 것은 핵심 기능성 차원으로 나타났다. 소비감정에서 긍정감정은 정의 방향, 부정감정은 부의 방향으로 영향력을 지니며, 혁신성은 통계적으로 유의하지 않는다. 이를 통해 모바일 내비게이션 서비스 이용 소비자들의 이용행태와 만족도 형성에 대해 분석할 수 있었으며, 차후 소비자만족을 위한 서비스 전략을 구축할 수 있을 것이며 내비게이션 산업의 기초자료로 활용할 수 있을 것으로 기대된다.

• 대한토목학회논문집
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• 제28권4A호
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• pp.497-505
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• 2008

파형강판은 아코디언 효과로 인하여 전단력에만 저항하는 특징이 있다. 파형강판에 작용하는 전단력으로 인하여 파형강판은 국부, 전체 및 연성 전단 좌굴에 의한 파괴가 발생할 수 있다. 여러 연구자들에 의하여 파형강판의 전단 거동에 관한 연구가 이루어졌으나, 파형강판의 전단 거동에 관한 명확한 규명이 이루어 지지 않아 보수적인 설계 방법이 적용되고 있는 실정이다. 본 연구에서는 파형강판의 전단 좌굴 강도에 대한 연구를 수행하였으며, 연구 결과를 검증하기 위하여 파형강판의 전단 좌굴 실험을 실시하였다. 먼저, 기존 연구자들이 제시하였던 국부, 전체 및 연성 좌굴 응력식을 실 교량 제원을 고려하여 간략하게 나타내었으며, 이 과정에서 전체 및 연성 전단 좌굴 계수와 파형강판의 전단 좌굴 계수를 제시하였다. 이러한 전단 좌굴 계수와 좌굴 곡선을 이용하여 파형강판의 전단 강도를 결정할 수 있다. 실험결과와 기존 연구자들의 결과를 본 연구의 전단 강도와 비교하였으며, 그 결과 제안된 강도는 제형 파형강판의 전단 강도를 합리적으로 평가하는 것으로 나타났다.

• Structural Engineering and Mechanics
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• 제53권4호
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• pp.745-765
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• 2015

A nonlinear Finite Element (FE) algorithm is proposed to analyze the Reinforced Concrete (RC) columns subjected to Cyclic Loading (CL), Cyclic Oriented Lateral Force and Axial Loading (COLFAL), Monotonic Loading (ML) or Oriented Pushover Force and Axial Loading (OPFAL) in any direction. In the proposed algorithm, the following parameters are considered: uniaxial behavior of concrete and steel elements, the pseudo-plastic hinge produced in the critical sections, and global behavior of RC columns. In the proposed numerical simulation, the column is discretized into two Macro-Elements (ME) located between the pseudo-plastic hinges at critical sections and the inflection point. The critical sections are discretized into Fixed Rectangular Finite Elements (FRFE) in general cases of CL, COLFAL or ML and are discretized into Variable Oblique Finite Elements (VOFE) in the particular cases of ML or OPFAL. For pushover particular case, a fairly fast converging and properly accurate nonlinear simulation method is proposed to assess the behavior of RC columns. The proposed algorithm has been validated by the results of tests carried out on full-scale RC columns.

• Korea-Australia Rheology Journal
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• 제15권4호
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• pp.197-208
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• 2003

Two measures of distributive mixing are examined: the standard deviation $\sigma$ and the maximum error E, among average concentrations of finite-sized samples. Curves of E versus sample size L are easily interpreted in terms of the size and intensity of the worst flaw in the mixture. E(L) is sensitive to the size of this flaw, regardless of the overall size of the mixture. The measures are used to study distributive mixing for time-periodic flows in a rectangular cavity, using the mapping method. Globally chaotic flows display a well-defined asymptotic behavior: E and $\sigma$ decrease exponentially with time, and the curves of E(L) and $\sigma$ (L) achieve a self-similar shape. This behavior is independent of the initial configuration of the fluids. Flows with large islands do not show self-similarity, and the final mixing result is strongly dependent on the initial fluid configuration.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.520-523
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• 2004

The finite element method(FEM) models were developed for the reinforced concrete flexural walls and analysed under constant axial and monotonic lateral load using ABAQUS. The major objective of the present study is to determine if the ABAQUS finite element program can be used to accurately model the post-cracked mode of failure in plastic regions of walls, and, if so, to develop practical failure criteria in the plastic range of the material response. The research comprises constitutive models to represent behavior of the materials that compose a wall on the basis of experimental data, development of techniques that are appropriate for analysis of reinforced concrete structures, verification, and calibration of the global model for reinforced concrete walls of increasing complexity. Results from the analyses of these FEM models offers significant insight into the flexural behavior of benchmark data.

• 한국IT서비스학회지
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• 제13권2호
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• pp.19-34
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• 2014

As the global smartphones market is growing at a brisk pace, their associated mobile applications are becoming increasingly ubiquitous in our daily life. The growth of mobile application business is explosive. Like other digital contents businesses, illegal downloads of copyrighted mobile applications become major obstacle in the future of the industry. In spite of anti-piracy efforts, the phenomenon has been getting worse. It is necessary to change the focus of current deterrence policies and strategies. This study investigates the factors influencing smartphone applications piracy behavior. For better understanding of illegal behavior, a research model of potential determinants for the piracy behavior is developed and empirically tested via path analysis using structural equation modeling. Findings show that social factors, beliefs concerning benefits from piracy, self-efficacy, and habit have significant effects on attitude toward smartphone application piracy. The result also shows perceived risks and facilitating conditions were not significantly related to their attitude. Implications for research and practice are discussed.

• International Journal of Control, Automation, and Systems
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• 제1권2호
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• pp.229-235
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• 2003

We designed a family of completely autonomous mobile robots with local intelligence. Each robot has a number of on-board sensors, including vision, and does not rely on global positioning systems The on-board embedded controller is sufficient to analyze several low-resolution color images per second. This enables our robots to perform several complex tasks such as navigation, map generation, or providing intelligent group behavior. Not being limited to playing the game of soccer and being completely autonomous, we are also looking at a number of other interesting scenarios. The robots can communicate with each other, e.g. for exchanging positions, information about objects or just the local states they are currently in (e.g. sharing their current objectives with other robots in the group). We are particularly interested in the differences between a behavior-based approach versus a traditional control algorithm at this still very low level of action.

• 한국환경교육학회지:환경교육
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• 제25권2호
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• pp.149-160
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• 2012

This study examined the effects of reflective writing activities utilizing environmental related mass media. Two classes participated as an experimental group (n=31) and a control group (n=30). Both groups of students learned five different topics on environment, such as diversity of ecosystem, global warming, desertification, reduction of the amount of carbon, and eco-friendly behavior. The experimental group students was taught utilizing mass media about each topic and had opportunities of reflective writing about each topic, while the control group of students was taught through lectures. The results indicated that students in the experimental group represented significantly better scores on environmental worldview, environmental sensitivity, and eco-friendly behavior compared to the control group students (p<.01).

• Structural Engineering and Mechanics
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• 제65권3호
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• pp.327-334
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• 2018

In the steel structures design, beam-to-column connections are usually considered either rigid or pinned, while their actual behavior lies between these two ideal cases. This consideration has a major influence on the results of the local and the global behavior of steel structures. This influence is noticed in the case of a static analysis, and has an important effect in the case of a dynamic analysis. In fact, pinned and rigid nodes can be considered as two specific cases of a semi-rigid behavior. To study the efficiency of the classification adopted in Eurocode 3, a numerical simulation of semi-rigid nodes has been carried out using the software ANSYS. In the aim to validate this simulation, the numerical results are compared to those of an analytical approach. After that, the validated numerical simulation has been used, to evaluate the efficiency of the classification adopted by the Eurocode 3, regarding semi-rigid connections. Finally, a new method is proposed to define a more accurate evaluation about semi-rigid connections.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.493-498
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• 2003

The 3D nonlinear analysis for steel-concrete hybrid deck is carried out by utilizing 2D plane interface element. The effect of the slip occurred between steel and concrete can be modeled by this element. This analysis focuses on not only global behavior of steel-concrete hybrid deck but also local behaviors of members of it such as lower steel plate, I-beam, and concrete which are varied by slip modulus. In this analysis, it was founded that the limit slip modulus could classify the states of steel-concrete hybrid deck into three parts such as full-composite, partial-composite, and non-composite, considering the behavior of lower steel plate, I-beam, and concrete at the mid span and the support as well as the yield load and ultimate load of it.