• 제목/요약/키워드: base model

검색결과 3,637건 처리시간 0.028초

Reference Particles-based LTE Base Station Positioning

  • Cho, Seong Yun;Kwon, Jae Uk
    • Journal of Positioning, Navigation, and Timing
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    • 제10권3호
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    • pp.207-214
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    • 2021
  • A new positioning technique for positioning of LTE base stations is proposed. The positioning information of the base station is absolutely necessary for model-based wireless positioning, and is required in some of the various merhodologies for estimating signals in an uncorrected area when construnting a database for fingerprinting-based positioning. Using the acquired location-based Reference Signal Received Power (RSRP) information to estimate the location of the base station, it is impossible with the existing trilateration methods. Therefore, in this paper, a method using reference particles is proposed. Particles are randomly generated in the application area, and signal propagation modeling is performed assuming that a base station is located in each particle. Based on this, the errors of measurements are calculated. The particle group with the minimum measurement errors is selected, the position of the base station is estimated through weighted summation, and the signal propagation model of the corresponding base station is built at the same time. The performance of the proposed technology is verified using data acquired in Seocho-dong, Seoul.

Analytical evaluation and experimental validation of energy harvesting using low-frequency band of piezoelectric bimorph actuator

  • Mishra, Kaushik;Panda, Subrata K.;Kumar, Vikash;Dewangan, Hukum Chand
    • Smart Structures and Systems
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    • 제26권3호
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    • pp.391-401
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    • 2020
  • The present article reports the feasibility of the electrical energy generation from ambient low-frequency vibration using a piezoelectric material mounted on a bimorph cantilever beam actuator. A corresponding higher-order analytical model is developed using MATLAB in conjunction with finite element method under low-frequency with both damped and undamped conditions. An alternate model is also developed to check the material and dimensional viability of both piezoelectric materials (mainly focussed to PVDF and PZT) and the base material. Also, Genetic Algorithm is implemented to find the optimum dimensions which can produce the higher values of voltage at low-frequency frequencies (≤ 100 Hz). The delamination constraints are employed to avoid inter-laminar stresses and to increase the fracture toughness. The delamination has been done using a Teflon sheet sandwiched in between base plates and the piezo material is stuck to the base plate using adhesives. The analytical model is tested for both homogenous and isotropic material characteristics of the base material and extended to investigate the effect of the different geometrical parameters (base plate dimensions, piezo layer dimensions and placement, delamination thickness and placement, excitation frequency) on the model responses of the bimorph cantilever beam. It has been observed that when the base material characteristics are homogenous, the efficiency of the model remains higher when compared to the condition when it is of isotropic material. The necessary convergence behaviour of the current numerical model has been established and checked for the accuracy by comparing with available published results. Finally, using the results obtained from the model, a prototype is fabricated for the experimental validation via a suitable circuit considering Glass fibre and Aluminium as the bimorph material.

고등학교 과학영재 학생들의 산-염기 모델의 인지 수준 분석 (Analysis of Cognition Levels related to Acid-Base Models in High School Science-Gifted Students)

  • 유은주;백성혜
    • 대한화학회지
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    • 제65권1호
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    • pp.37-47
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    • 2021
  • 본 연구에서는 중등학교에서 가르치는 두 유형의 산-염기 모델에 대한 고등학교 과학영재 학생들의 모델 인지 수준을 분석하였다. 학생들의 모델 인지 수준을 알아보기 위하여 산-염기 반응과 산과 염기의 해리와 관련된 12개의 문항으로 구성된 설문지를 개발하였다. 연구 대상자는 2개의 과학영재학교에서 95명의 학생들이었다. 설문 분석 결과, 두 모델의 일치 상황, 불일치 상황, 설명할 수 없는 범위의 상황에서 모델 인지 수준은 6가지로 분석되었다. 산-염기 반응의 문항에서는 가장 많은 비율의 학생들이 두 모델을 모두 이해하는 수준이었고, 산과 염기의 해리 문항에서는 두 모델을 이해하고, 한 모델이 갖는 한계를 인식하는 '인지된 이그노런스'만 인식하는 수준이었다. 그러나 두 모델이 갖는 한계도 인식하고, 모델이 설명하지 못하는 범위인 '미인지된 이그노런스'까지 모두 인식한 학생은 단 1명 뿐이었다. 이를 통해 과학영재 학생들의 모델 인지 수준을 높이기 위한 교육적 노력이 필요함을 주장하였다.

Positioning of Wireless Base Station using Location-Based RSRP Measurement

  • Cho, Seong Yun;Kang, Chang Ho
    • Journal of Positioning, Navigation, and Timing
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    • 제8권4호
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    • pp.183-192
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    • 2019
  • In fingerprint-based wireless positioning, it is necessary to establish a DB of the unmeasured area. To this end, a method of estimating the position of a base station based on a signal propagation model, and a method of estimating the information of the received signal in the unmeasured area based on the estimated position of the base station have been investigating. The purpose of this paper is to estimate the position of the base station using the measured information and to analyze the performance of the positioning. Vehicles equipped with a GPS receiver and signal measuring equipment travel the service area and acquire location-based Reference Signal Received Power (RSRP) measurements. We propose a method of estimating the position of the base station using the measured information. And the performance of the proposed method is analyzed on a simulation basis. The simulation results confirm that the accuracy of the positioning is affected by the measured area and the Dilution of Precision (DOP), the accuracy of the position information obtained by the GPS receiver, and the errors of the signal included in the RSRP. Based on the results of this paper, we can expect that the position of the base station can be estimated and the DB of the unmeasured area can be constructed based on the estimated position of the base stations and the signal propagation model.

기초저면의 조도가 기초의 침하 특성에 미치는 영향 (Effect of Base Roughness of Footing on Settlement Characteristics of Footing)

  • 유남재;김영길;박병수
    • 산업기술연구
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    • 제12권
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    • pp.15-23
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    • 1992
  • This research is to investigate the effect of base roughness of footing on characteristics of load-settlement curve. Parametric experiments of small scaled model test were performed with changing the properties of base roughness of model footing; Gluing the vinyl, aluminum, sand paper, sand beneath the model footing surface. The width of model footing and relative density of soil foundation were also changed to investigate their effects on settlement characteristics of footing. The ultimate bearing capacity as well as the initial slope of load-settlement curve obtained from test results were compared with those from limit equilibrium methods proposed by Terzaghi, Hansen and Meyerhof. From test results, it was confirmed that the base roughness affected the failure mechanisms of showing different shapes of slip lines formed beneath the footing.

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Rockfall Impact Analysis of Typical Roadway Using Finite Element Simulation

  • Woo, Jin-Ho;Na, Won-Bae
    • International Journal of Ocean System Engineering
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    • 제2권2호
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    • pp.92-96
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    • 2012
  • This study presents a rockfall impact analysis of a typical roadway. Dynamic finite element analyses using ANSYS AUTODYN are conducted to determine the effect of the drop heights (5 m, 10 m) on the damage to a roadway model. The Rockfall is modeled as a spherical shape with a weight of 400 kg, and each drop height is converted to a corresponding impact velocity to save computational time. The roadway model is comprised of an asphalt layer, base layer, sub-base layer, and sub-grade layer. In this paper, the asphalt is modeled using a linear elastic model. The base layer, sub-base layer, and sub-grade layer are modeled using a Mohr-Coulomb model. From the analyses, the effects of the drop height on the damages and stresses are examined and discussed.

Wavelet analysis of soil-structure interaction effects on seismic responses of base-isolated nuclear power plants

  • Ali, Shafayat Bin;Kim, Dookie
    • Earthquakes and Structures
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    • 제13권6호
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    • pp.561-572
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    • 2017
  • Seismic base isolation has been accepted as one of the most popular design procedures to protect important structures against earthquakes. However, due to lack of information and experimental data the application of base isolation is quite limited to nuclear power plant (NPP) industry. Moreover, the effects of inelastic behavior of soil beneath base-isolated NPP have raised questions to the effectiveness of isolation device. This study applies the wavelet analysis to investigate the effects of soil-structure interaction (SSI) on the seismic response of a base-isolated NPP structure. To evaluate the SSI effects, the NPP structure is modelled as a lumped mass stick model and combined with a soil model using the concept of cone models. The lead rubber bearing (LRB) base isolator is used to adopt the base isolation system. The shear wave velocity of soil is varied to reflect the real rock site conditions of structure. The comparison between seismic performance of isolated structure and non-isolated structure has drawn. The results show that the wavelet analysis proves to be an efficient tool to evaluate the SSI effects on the seismic response of base-isolated structure and the seismic performance of base-isolated NPP is not sensitive to the effects in this case.

Development of wind tunnel test model of mid-rise base-isolated building

  • Ohkuma, Takeshi;Yasui, Hachinori;Marukawa, Hisao
    • Wind and Structures
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    • 제7권3호
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    • pp.203-214
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    • 2004
  • This paper describes a method for developing a multi-degree-of freedom aero-elasto-plastic model of a base-isolated mid-rise building. The horizontal stiffness of isolators is modeled by several tension springs and the vertical support is performed by air pressure from a compressor. A lead damper and a steel damper are modeled by a U-shaped lead line and an aluminum line. With this model, the frequency ratio of torsional vibration to sway vibration, and plastic displacements of isolation materials can be changed easily when needed. The results of isolation material tests and free vibration tests show that this model provides the object performance. The peak displacement factors are about 4.5 regardless of wind speed in wind tunnel tests, but their gust response factor decreases with increment of wind speed.

데이터통신 기반 차세대 기지방어작전 모델 개발 (Development of the Data Communication based Future Air Base Defence Operation Model)

  • 표상호;김기형;이태공
    • 정보화연구
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    • 제11권2호
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    • pp.157-173
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    • 2014
  • 기지방어, 대공방어 그리고 화생방방호 모델은 공군의 지상 작전 모델로써 참가 노드간 음성통신 중심의 체계로 설계되어 있어 정확한 의사전달에 문제가 있다. 이러한 문제를 해결하기 위해 최근 국방 분야에서는 데이터통신 기술을 이용하여 지휘통제 능력을 향상시키고 있다. 본 논문에서는 데이터통신에 기반한 차세대 기지방어작전 모델을 통해 기지방어 임무 성능향상을 극대화할 수 있는 새로운 모델을 제안한다. 현재까지 연구된 논문을 참고하여 새로운 모델을 개발하였고, 제안한 기지방어작전 모델을 비행기지내에 기존 정비통제용으로 구축되어 있던 와이브로 네트워크상에서 적용하여 실제실험을 하였다. 새로운 기지방어작전 모델의 분석 및 실험 결과 본 논문에서 제안한 모델이 성능개선에 효과가 있다는 결론에 도달한다.

적 공격시 공군기지에서의 최적 소방차 배치모형 연구 (A study of optimal firecar location models under enemy attack at airforce base)

  • 이상진;김시연
    • 한국국방경영분석학회지
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    • 제22권1호
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    • pp.30-42
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    • 1996
  • This study deals with an optimal firecar location and allocation models under uncertain enemy attack at the airforce base. It allocates just one firecar on the runaway and the other firecars on the headquarter of firecar company in usual situation. It is possible for several facilities at the airforce base to be attacked simultaneously by missiles enemy air attacker, other things under uncertain enemy attack. We formulate two stochastic LP location-allocation models to deal with uncertainty. One model is to locate all firecars on one site like present situation. We generate a new firecar location with a weighted average method. We call this model "centralized allocation model". The other model is to distribute firecars on several possible sites. We call this model "distributed allcoation model". Finally, we compare two models with computer experimentations on 8 airforce bases.on 8 airforce bases.

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