• Journal of Positioning, Navigation, and Timing
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• 제12권4호
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• pp.359-367
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• 2023

In order to ensure the high-integrity of reference stations of satellite navigation system, cycle slip should be precisely monitored and compensated. In this paper, we proposed a cycle slip algorithm for the integrity monitoring of the reference stations. Unlike the legacy method using the Melbourne-Wübbena (MW) combination and ionosphere combination, the proposed algorithm is based on ionosphere combination only, which uses high precision carrier phase observations without pseudorange observations. Two independent and complementary ionosphere combinations, Ionospheric Negative (IN) and Ionospheric Positive (IP), were adopted to avoid insensitive cycle slip pairs. In addition, a second-order time difference was applied to the IN and IP combinations to minimize the influence of ionospheric and tropospheric delay even under severe atmosphere conditions. Then, the cycle slip was detected by the thresholds determined based on error propagation rules, and the cycle slip was identified through weighted least square method. The performance of the proposed cycle slip algorithm was validated with the 1 Hz dual-frequency carrier phase data collected under the difference levels of ionospheric activities. For this experiment, 15 insensitive cycle slip pairs were intentionally inserted into the raw carrier phase observations, which is difficult to be detected with the traditional cycle slip approach. The results indicate that the proposed approach can successfully detect and compensate all of the inserted cycle slip pairs regardless of ionospheric activity. As a consequence, the proposed cycle slip algorithm is confirmed to be suitable for the reference station where real time high-integrity monitoring is crucial.

• 한국안전학회지
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• 제28권2호
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• pp.14-20
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• 2013

All most of floors can become less slip resistant with wear. The deterioration of slip resistance can often occur rapidly. So relatively new products can become hazardous within a short period of time. The main objective of this study was the comparison of slip resistance variations caused by traffic wear and accelerative wear. The second objective was to ascertain the effect of wear, and to find out the causes of slip resistance change. Although statistical differences were observed between results of traffic wear and accelerative wear, the trend of the variations of slip resistance caused by traffic wear and accelerative wear was very similar. The measured slip resistance of tested floor changed up to 29%(and 26.5%) after 100,000 steps(and 750 cycles). As the traffic wear and accelerative wear were progressed, the surface roughness of the tested floor became smoother, and so the floor became more slippery under the wet condition. The abraded(worn out) floor surface tended to become hydrophilic surface, while the new floor surface tended to show hydrophobic nature. This phenomenon would change the wettability of floor surface, and the wettability would affect the variation of slip resistance.

• 한국군사과학기술학회지
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• 제20권5호
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• pp.597-607
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• 2017

The general control method for Anti-lock Brake System(ABS) is that the wheel slip ratio is observed and the braking force is controlled in real time in order to keep the wheel slip ratio under the value of the best slip ratio. When a wheel runs on the state of the best slip ratio, the ground friction of the wheel approaches the highest value. The value of best slip ratio, theoretically, is known as the value between 10 and 20 % and it is dependant on the ground condition such as dry, wet and ice. It is an important parameter for the braking performance and affects the braking stability and efficiency. In this thesis, an experimental method is suggested, which is a reliable way to decide the best slip ratio through dynamo tests simulating aircraft taxiing conditions. The obtained best slip ratio is proved its validity by results of aircraft taxiing tests.

• Steel and Composite Structures
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• 제36권5호
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• pp.493-506
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• 2020

The load-slip relationship of the shear connection is an important parameter in design and analysis of composite structures. In this paper, a load-slip curve prediction method of the shear connection based on the artificial neural networks (ANNs) is proposed. The factors which are significantly related to the structural and deformation performance of the connection are selected, and the shear stiffness of shear connections and the transverse coordinate slip value of the load-slip curve are taken as the input parameters of the network. Load values corresponding to the slip values are used as the output parameter. A twolayer hidden layer network with 15 nodes and 10 nodes is designed. The test data of two different forms of shear connections, the stud shear connection and the perforated shear connection with flange heads, are collected from the previous literatures, and the data of six specimens are selected as the two prediction data sets, while the data of other specimens are used to train the neural networks. Two trained networks are used to predict the load-slip curves of their corresponding prediction data sets, and the ratio method is used to study the proximity between the prediction loads and the test loads. Results show that the load-slip curves predicted by the networks agree well with the test curves.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2004년도 춘계 종합학술대회 논문집
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• pp.217-223
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• 2004

거래내역의 투명성 향상을 위한 기초 자료로 사용되는 전표데이터의 구조를 분석하여 전표 XML Schema를 설계하고, 기업회계의 공통적인 전표처리 기능을 전표데이터베이스와 연동되는 기업 회계와 관련된 다양한 분산 애플리케이션에서 이용할 수 있게 하는, 전표데이터의 표준화와 전표처리 서비스의 정형화 모델을 제시한다. 본 논문의 결과는 전자 상거래에 필요한 회계처리 시스템의 표준화, 웹 서비스에 의한 공통 전표처리기능의 간편한 재사용, 웹 서비스의 접근용이성을 이용한 기업 간 상호 연동성을 지원하는 표준화의 확산으로 분산 애플리케이션의 효율적인 개발에 기여할 것이다.

• 로봇학회논문지
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• 제11권2호
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• pp.100-107
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• 2016

To realize a robot hand interacting like a human hand, there are many tactile sensors sensing normal force, shear force, torque, shape, roughness and temperature. This sensing signal is essential to manipulate object accurately with robot hand. In particular, slip sensors make manipulation more accurate and breakless to object. Up to now several slip sensors were developed and applied to robot hand. Many of them used complicate algorithm and signal processing with vibration data. In this paper, we developed novel principle slip sensor using separation layer. These two layers are moved from each other when slip occur. Developed sensor can sense slip signal by measuring this relative displacement between two layers. Also our principle makes slip signal decoupled from normal force and shear force without other sensors. The sensor was fabricated using the NBR(acrylo-nitrile butadiene rubber) and the Ecoflex as substrate and a paper as dielectric. To verify our sensor, slip experiment and normal force decoupling test were conducted.

• 한국재료학회지
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• 제27권12호
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• pp.679-687
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• 2017

A strain-gradient crystal plasticity finite element method(SGCP-FEM) was utilized to simulate the compressive deformation behaviors of single-slip, (111)[$10{\bar{1}}$], oriented FCC single-crystal micro-pillars with two different slip-plane inclination angles, $36.3^{\circ}$ and $48.7^{\circ}$, and the simulation results were compared with those from conventional crystal plasticity finite element method(CP-FEM) simulations. For the low slip-plane inclination angle, a macroscopic diagonal shear band formed along the primary slip direction in both the CP- and SGCP-FEM simulations. However, this shear deformation was limited in the SGCP-FEM, mainly due to the increased slip resistance caused by local strain gradients, which also resulted in strain hardening in the simulated flow curves. The development of a secondly active slip system was altered in the SGCP-FEM, compared to the CP-FEM, for the low slip-plane inclination angle. The shear deformation controlled by the SGCP-FEM reduced the overall crystal rotation of the micro-pillar and limited the evolution of the primary slip system, even at 10 % compression.

• 한국지진공학회논문집
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• 제27권1호
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• pp.59-68
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• 2023

The column-tree type steel beam-column connections are commonly used in East Asian countries, including Korea. The welding detail between the stub beam and column is similar to the WUF-W connection; thus, it can be expected to have sufficient seismic performance. However, previous experimental studies indicate that premature slip occurs at the friction joints between the stub and link beams. In this study, for the accurate seismic performance evaluation of column-tree type moment connections, a moment-slip model was proposed by investigating the previous test results. As a result, it was found that the initial slip occurred at about 25% of the design slip moment strength, and the amount of slip was about 0.15%. Also, by comparing the analysis results from models with and without the slip element, the influence of slip on the performance of overall beam-column connections was examined. As the panel zone became weaker, the contribution of slip on overall deformation became greater, and the shear demand for the panel zone was reduced.

• 한국지반공학회논문집
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• 제34권6호
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• pp.49-59
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• 2018

차량의 엔진성능에 따라 구동성능이 결정되는 도로주행차량과 달리, 포장되지 않은 지반 위를 주행하는 야지궤도차량의 구동성능은 지반-궤도 접지면에서 발생하는 지반의 전단 및 침하현상에 의해 제한된다. 특히 차량의 중량에 의해 발생하는 정적침하 및 슬립에 의해 유발되는 슬립침하는 지반-궤도 접지면에서 지반저항력을 발현시켜 야지궤도 차량의 구동을 직접적으로 방해하는 요소로 작용한다. 따라서 야지궤도차량의 구동성능을 확보하기 위해서는 정적침하 및 슬립침하를 평가하고 제한할 필요가 있다. 본 연구에서는 야지궤도차량의 중량 및 구동지반의 특성이 슬립침하에 미치는 영향을 종합적으로 평가하기 위하여, 다양한 연직하중 및 지반조건에서 모형궤도시험을 수행하였다. 모형 시험 결과, 모든 시험조건에 대해 슬립율이 증가할수록 슬립침하가 증가했지만, 그 증가량은 점차 감소하는 것으로 나타났다. 또한 궤도시스템에 재하 된 상부 연직하중이 크고 모형지반의 상대밀도가 작을수록 슬립침하가 커지며 이에 따라 지반저항력도 증가하는 것으로 평가되었다. 추가적으로, 평가된 슬립침하를 각 시험조건 별로 산정된 정적침하로 정규화 시킨 뒤 이를 슬립율에 관한 함수로 나타내어 야지궤도차량의 침하량 및 지반저항력 산정 시 활용 가능하도록 하였다.

• 한국건축시공학회지
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• 제9권5호
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• pp.155-161
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• 2009

본 연구에서는 시험방법의 과학적 우수성에도 불구하고 중량으로 인해 현장에서의 운용이 곤란한 경사인장형 미끄럼시험기(O-Y PSM)에 대응하여 개발된 휴대형 미끄럼시험기(ONO PPSM)를 대상으로, 미끄럼저항 측정값의 안정성을 실험을 통해 확인하고 PVC계 바닥재 및 무기질계 바닥재에 대한 미끄럼시험을 다각도로 실시하여 그 타당성을 보다 심도 깊게 검증하였다. 또한 다양한 재질, 표면상태의 바닥재에 대한 O-Y PSM과 ONO PPSM의 미끄럼저항 비교실험을 통하여 C.S.R과 C.S.R'의 미끄럼 평가지표를 공유하기 위한 교정식을 새롭게 제안함으로써 ONO PPSM의 미끄럼시험기로서 범용성을 더 한층 제고하였다.