• KSII Transactions on Internet and Information Systems (TIIS)
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• 제13권10호
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• pp.4908-4922
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• 2019

The popularization of smartphones in recent years has created a rich ground for online-to-offline (O2O) services based on location information. In the process of finding user locations in O2O services, BLE (Bluetooth Low Energy) beacons are widely used because the beacons are economical in many ways. The current BLE method does not specify the direction of user movement, but adding that information could enrich the user experience for various O2O services. This paper proposes a method that identifies the user movement direction through data analysis on data sets generated by a pair of BLE beacons. Also we demonstrate its implementation with examples of services that need the direction information of users in order to show the feasibility of the method proposed.

• Journal of the Korean Physical Society
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• 제73권10호
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• pp.1410-1419
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• 2018

A skier's motion was analyzed by a simple model consist of point mass m and a single rod connected to a single ski plate. We studied the conditions for the stable ski turn as functions of the linear velocity and the radius of the turn. The solutions for the stable ski turn in our model do not require any extra skier's movement to complete a stable circular turn. The solution may then give the skier the most comfortable skiing method without any active movement to control the ski. The generalized force supporting the point mass from the ski plate was calculated. We obtained the force from the ground (rebound force) without any geometrical structure of the ski plate. Adding an active movement to the direction of the ski plate, the conditions for the stable ski turn were also analyzed. Our result gives some insight for the skier who wants to develop technique.

• Nuclear Engineering and Technology
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• 제10권3호
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• pp.153-163
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• 1978

부지주변 환경과 관련한 방사성 고체 폐기물의 지중처분 문제는, 비록 안전하고 경제적이라 할지라도, 대단히 중요하다. 지중처분을 위한 방사성 핵중(Sr-90, Cs-137)의 이동과 물의 이동에 관한 연구가 실험실과 야외에서 수행되었다. 방사성 핵종에 대한 토양의 친화력은 알칼리성 용액에서 더 강하고, 흡착은 시간에 대한 함수관계가 있음을 나타내었다. 방사성스트론티움과 세시움의 이동율은 3.73$\times$$10^{-3}$-10.9$\times$$^{-3}$cm/day로서, 물의 이동 속도 보다 훨씬 낮은 값을 나타내었으며, 이것은 아마도 높은 이온이온교환능에 기인되는 것이다. 확산에 기초를 둔 수학적인 모형에 의거 얻은 값과 측정 트리티움의 분포가 비교되었다. 지하에서의 물의 이동 현상을 규명하는데 삼중수를 추적자료로 이용할 수 있음을 암시하고 있다.

• 한국지반공학회논문집
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• 제18권2호
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• pp.51-64
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• 2002

굴착단계별 지반거동을 예측하기 위해 아무리 정교한 수치해석기법을 적용하여도 수치해석 모델링, 토질정수, 현장 및 시공조건 등과 관련한 불확실성으로 인해 실제 시공시 관측되는 거동은 설계단계의 수치해석을 통한 예측과 상당히 다른 결과를 나타낸다. 따라서, 굴착과정에서 발생되는 지반거동을 파악하기 위해서 항상 현장계측을 통한 관리가 이루어져야 한다. 하지만 지금까지 수행된 계측관리는 현단계 안정성만을 판단하는 절대치 관리기법에 한정되어 있어 다음 굴착단계에 대한 지반거동의 예측이 어려운 실정이다. 이러한 측면에서 본 연구는 현단계 안정성 여부를 판단하는 절대치 관리기법 이외에 역해석을 통해 다음 굴착단계의 지반거동을 예측하고 안정성을 판단하는 예측관리기법을 도입한 지반굴착 흙막이공의 정보화시공 종합관리 시스템인 TOMAS-EXCAV를 개발하였다. TOMAS-EXCAV는 SQP-MMFD의 최적화기법을 적용한 역해석 프로그램을 정해석 프로그램과 연계하여 굴착 또는 시공 초기단계에 실시된 계측결과를 토대로 주요 설계변수의 최적화를 수행함으로써 흙막이구조물 해석시 모든 불확실성을 포괄적으로 반영한다. 본 연구에서는 이에 대한 검증을 위해 흙막이 현장 2개소를 선정하여 역해석을 중심으로 TOMAS-EXCAV의 적용성을 확인하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 사면안정학술발표회
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• pp.83-91
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• 2003

Always slope according to construct road exist danger because of environment unstability factor in slope, Since this research an inclination of slope is gentle slope (1：1.5∼1：9.0) but falling happened by conduct of continuous ground movement. And this study considered more economical and efficient reinforcement method for slope stability. The various reinforcement methods are applied to execute examination of slope stability. Applied reinforcement methods satisfied safety factor And this research region is performing continuous measurement about ground movements and displacements.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.3-14
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• 2005

Reliable predictions of the movement of earth retaining structures and the ground adjacent to braced walls in urban excavation are often difficult due to many variable factors. The ground settlement and the damage of adjacent structures in urban excavation has been an important issue. Therefore, the stability of the adjacent structures must be secured with the excavation support and research on the protection of adjacent structure is necessary. This study showed an urban excavation case and introduce observation method for case of damage behavior in urban excavation.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2001년도 추계학술대회 논문집
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• pp.568-577
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• 2001

An important and cotinuing research effort has been concentrated to estimate safety for behavior of soil nearby construction site. This construction under ground would cause the soil to deform and vibrate at any direction. This paper presents to estimation of safety for movement and reliability for vibration due to steel tube jacked under ground.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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• pp.129-141
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• 2003

The precise prediction of ground displacement plays an important role in planning and constructing tunnels. In this study, an equation for predicting the surface and crown settlement is suggested by examining the theories of ground movement caused by tunnel excavation. From the 3D numerical modeling, the reinforcement effect of UAM (Umbrella Arch Method) is quantitatively analyzed with respect to deformation modulus and overburden. By using a regression technique for the numerical results, an equation for predicting the settlement is suggested.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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• pp.253-253
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• 2000

Each robot plays a role of its own behavior in dynamic robot-soccer environment. One of the most necessary conditions to win a game is control of robot movement. In this paper we suggest a win strategy using Cellular Neural Network to set optimal path and cooperative behavior, which divides a soccer ground into grid-cell based ground and has robots move a next grid-cell along the optimal path to approach the moving target.

• PNF and Movement
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• 제16권3호
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• pp.389-395
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• 2018

Purpose: The purpose of this study was to investigate whether the respiratory function of patients with stroke was different on the ground and under water. Methods: We recruited 14 adults who had experienced a stroke (12 male, 2 female) for our study. We measured forced vital capacity, forced expiratory volume at one second, maximum inspiratory pressure, and maximum expiratory pressure when the participants breathed on the ground and under water. On the ground, the participants were safely supported using a table and chair and were measured in a standing posture. For measuring under water, the participants were immersed in water in a standing position to clavicle height. The participants were measured while standing, and the assistant supported them when they needed help. The collected data were analyzed by a paired t-test. Results: Forced vital capacity and forced expiratory volume at one second were significantly lower in water than on the ground when breathing at maximum. Maximum inspiratory pressure was not significantly different when standing on the ground or in water, but maximum expiratory pressure was significantly higher in water than on the ground. Conclusion: It has been confirmed that the hydrostatic pressure affecting stroke patients immersed in water affects the forced expiratory volume at one second while reducing the forced vital capacity and increasing the maximum expiratory pressure.