• 한국농공학회지
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• 제39권3호
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• pp.128-137
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• 1997

In this study, examined influence of consolidation effect that had affected by location of pump inlet that was set collection well for drainage of pore water discharged by embankment on soft ground through the field test. The results of this study are summarized as follows; 1 Initial consolidation curve value were larger than theoritic value, the cause of these phenomena were thought influence of secondary consolidation and three dimensional strain of soft clay. 2. The settlement value of Hosino method was larger than that of Hyperbolic method, but settlement value of Hyperbolic method was accurate more than that of Hosino method in the prediction of settlement. 3. When pump inlet in collection well came down from GL+O.3m to GL-1.5m, settlement value increased about 10cm and when the ground water level was made insitu after pumping had completed , settlement was expanded about 7~8cm. So it is found that location change of pump inlet bad an influence on settlement remarkably. 4. If location of pump inlet in collection well for large scale estate or wide road site is lowered than original ground level, the settlement will be accelerated effectively, and at this stage automatic pump must be used in pumping.

• 센서학회지
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• 제32권4호
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• pp.232-237
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• 2023

This paper presents a system for estimating the position of a magnet using a magnetic sensor. An algorithm is presented to analyze the waveform and output voltage values of the magnetic field generated at each position when the magnet moves and to estimate the position of the magnet based on the analyzed data. Here, the magnet is sufficiently small to be inserted into a blood vessel and has a micro-magnetic field of hundreds of nanoteslas owing to the small size and shape of the guide wire. In this study, a highly sensitive magneto-impedance (MI) sensor was used to detect these micro-magnetic fields. Nine MI sensors were arranged in a 3×3 configuration to detect a magnetic field that changes according to the position of the magnet through the MI sensor, and the voltage value output was polynomially regressed to specify a position value for each voltage value. The accuracy was confirmed by comparing the actual position value with the estimated position value by expanding it from a 1D straight line to a 3D space. Additionally, we could estimate the position of the magnet within a 3% error.

• 한국멀티미디어학회논문지
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• 제11권2호
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• pp.182-196
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• 2008

센서 네트워크를 이용한 위치 추정은 많은 연구가 되어왔다. 실내 혹은 실외에서 위치추정 방식의 차이를 고려한 방법이 연구되고 있다. 실외의 위치 추정에서 RSSI(Received Signal Strength Indication) 값을 통하여 단일 시간 동안 일정하게 한 분포를 가지기 때문에 추론이 가능하지만, 실내는 다중경로와 간섭이 실외보다 높고, 그 밖에 다른 변수로 인해 추론하기가 어렵다. 논문에서는 이동평균과 K-means 알고리즘을 통해 다중경로와 간섭으로 변화된 RSSI 정보를 보정하고, 단일 시간 동안 수신된 수신신호의 집단에서 신뢰성을 가진 RSSI의 값에 대한 추론을 제안한다. 또한 위치추정에서 보정노드를 이용하여 네트워크에 속한 고정 노드에 가중치를 두는 방법을 제안하고, 네트워크 재설정을 통해 기존의 방식을 시스템 상에서 새롭게 구현하여 위치인지에 대한 효율성을 비교 평가한다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제16권10호
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• pp.3438-3457
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• 2022

As location-based services (LBS) are widely used in vehicular ad-hoc networks (VANETs), location privacy has become an utmost concern. Spatial cloaking is a popular location privacy protection approach, which uses a cloaking area containing k-1 collaborative vehicles (CVs) to replace the real location of the requested vehicle (RV). However, all CVs are assumed as honest in k-anonymity, and thus giving opportunities for dishonest CVs to submit false location information during the cloaking area construction. Attackers could exploit dishonest CVs' false location information to speculate the real location of RV. To suppress this threat, an edge-assisted Trusted Collaborative Anonymity construction scheme called TCA is proposed with trust mechanism. From the design idea of trusted observations within variable radius r, the trust value is not only utilized to select honest CVs to construct a cloaking area by restricting r's search range but also used to verify false location information from dishonest CVs. In order to obtain the variable radius r of searching CVs, a multiple linear regression model is established based on the privacy level and service quality of RV. By using the above approaches, the trust relationship among vehicles can be predicted, and the most suitable CVs can be selected according to RV's preference, so as to construct the trusted cloaking area. Moreover, to deal with the massive trust value calculation brought by large quantities of LBS requests, edge computing is employed during the trust evaluation. The performance analysis indicates that the malicious response of TCA is only 22% of the collaborative anonymity construction scheme without trust mechanism, and the location privacy leakage is about 32% of the traditional Enhanced Location Privacy Preserving (ELPP) scheme.

• Structural Engineering and Mechanics
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• 제83권6호
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• pp.835-851
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• 2022

This paper analyzes the variation law of the pipe lateral vibration characteristics, it was treated as a beam model, and was dispersed into several subunits based on the FEM. The corresponding stiffness and mass matrix of the pipe was deduced by using Hermite interpolation function, and the overall dynamic balance equation was established. The lateral vibration under different pipe lengths, thicknesses and towing speeds are solved by integral method. The results show that the pipe vibration trend decreases first and then increases, and the vibration value at the ore bin is larger than that at the pump set, and the value at the top is the largest, and the least value location can change with the length increase. Increasing length and thickness can reduce lateral vibration value, while increasing speed can increase the value. Neither the thickness nor the towing speed will change the location where the least value occurs. The vibration intensity will increase with the decrease of pipe length and thickness and the increase of towing speed.

• 대한기계학회논문집A
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• 제21권7호
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• pp.1149-1155
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• 1997

J-integral for a subsurface horizontal crack in a circular plate with an inner hole under rolling line contact is evaluated according to loading positions with various load conditions, crack length and crack location. Two-dimensional crack is modeled, and the relation between Tresca stress for uncracked model and J-integral is discussed. The loading location which gives the maximum J-integral depends on load condition and crack location, and the presence of friction force increases Tresca stress and J-integral near the surface. Regardless of friction force, crack location that gives maximum J-integral is the same as that of maximum Tresca stress in an uncracked model, and the value of J-integral is propotional to crack length. It is also showed that the variation of an inner radius of a disk does not effect J-integral value.

• 한국구조물진단유지관리공학회 논문집
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• 제5권1호
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• pp.169-175
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• 2001

Bridge load rating calculations provide a basis for determining the safe load capacity of bridge. Load rating requires engineering judgement in determining a rating value that is applicable to maintaining the safe use of the bridge and arriving at posting and permit decisions. Load testing is an effective means in calculating the rating value of bridge. In Korea, load carrying capacity of bridge is modified by response modification factor that is determined from comparisons of measured values and analysis results. The response modification factor may be corrupted by vehicle location error that is defined as the gap of test vehicle location between load testing and analysis. In this study, the effects of vehicle location error to structural response and response modification factor are investigated, and a new method for evaluating response modification factor is proposed. The random data analysis shows that the proposed method is less sensitive to vehicle location error than the present method.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.1273-1278
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• 2000

Bridge load rating calculations provide a basis for determining the safe load capacity of bridge. Load rating requires engineering judgement in determining a rating value that is applicable to maintaining the safe use of the bridge and arriving at posting and permit decisions. Load testing is an effective means in calculating the rating value of bridge. In Korea, load carrying capacity of bridge is modified by stress modification factor that is determined from comparisons of measured values and analysis results The stress modification factor may be corrupted by vehicle location error that is defined as the gap of test vehicle location between load testing and analysis. In this study, the effects of vehicle location error to structural response and stress modification factor are investigated, and a new method for evaluating stress modification factor is proposed. The random data analysis shows that the proposed method is less sensitive to vehicle location error than the present method.

• 대한안전경영과학회지
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• 제13권1호
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• pp.107-114
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• 2011

Location-Based Service(LBS) is a service that provides a variety of convenience in life using location information that can be obtained by mobile communication network or satellite signal. In order to provide LBS precisely and efficiently, we need the location determination technology, platform technology and server technology. In this study, we studied on how we can reduce the error on location determination of objects such people and things. Fingerprint location determination method was applied to this study because it can be used at current wireless communication infrastructure and less influenced by a variety of noisy environment than other location determination methods. We converted the probability value to logarithmic scale value because using the sum of k probability values is not suitable to be applied to weight determination. In order to confirm the performance of suggested method, we developed location determination test program with Visual Basic 6.0 and performed the test. According to indoor and outdoor test results, the suggested stochastic method reduced the distance error by 17%, 18% and 9% respectively at indoor environment and 25%, 11% and 4% at outdoor environment compared with deterministic NN, kNN and kWNN fingerprint methods.

• 지적과 국토정보
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• 제48권1호
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• pp.229-244
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• 2018

본 연구는 권리금에서의 입지가치(바닥권리금)를 개념화하고 실증하기 위해 그동안 권리금을 결정하는 주요한 요인으로 지적되었던 유동인구에 초점을 두어, 유동인구의 규모와 구성이 상가권리금에 미치는 영향을 분석하고자 하였다. '바닥권리금'은 권리금 상승(거품)의 주요 요인임에도, (현(現))평가방법에서는 상가임대료의 입지가치와 다를 바 없이 평가되고 있다. 따라서 본 연구에서는 임대료의 입지가치 평가와 동일한 고정적 입지가치와 달리 권리금은 해당 상가 주변 유동인구(수요층)에 따라 급격히 변할 수 있음을 가정하고 이를 실증하고자 하였다. 실증 분석은 2013년 서초 강남구 일대 188개 상가(일반음식점, 휴게음식점, 주류점, 일반판매, 오락스포츠미용업)의 컨설팅 자료를 활용하였다. 분석 결과 다음과 같은 시사점을 도출하였다. 분석결과 권리금과 임대료는 양의 상관관계를 가지고 있으며 비탄력적인 속성을 가지고 있으나 평가 체계와 요인에는 차이가 있었다. 선형회귀모형을 통해 분석한 결과 권리금과 임대료 모두 건물특성, 유동적 입지요인, 고정적 입지요인의 순으로 영향력이 큰 것으로 나타났으나, 유동적 입지요인의 영향력은 임대료보다 권리금에서 더 크게 나타났다. 또한 임대료에는 건물노후도, 버스정류장 등 고정적 입지가치가 유의한 영향요인으로 나타났으나, 권리금에는 유의한 영향을 미치지 않았다. 이와 같은 결과는 권리금에서의 입지가치 분석 시에도 시 공간적 개념인 평가시점의 유동적 입지가치가 고려되어야한다는 것을 의미한다. 임대료는 계약종료 시까지 고정되나, 권리금은 유동인구 증가 등 새로운 입지가치 요인에 따라 유동적으로 반영되기 때문이다. 이러한 시차에서 오는 유동적 입지가치의 변화를 임대인은 임대료에 반영시키려 하고, 임차인은 권리금으로 보상받으려 하기 때문에 분쟁이 나타나는 것으로 이해할 수 있기 때문이다. 따라서 이와 같은 분쟁 해결을 위해서는 향후 지속적인 권리금 데이터의 축적과 함께 객관적 평가체계에 대한 연구가 필요한 시점이다.