• Title/Summary/Keyword: load level

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A study on a digital load cell for the removal of load cell noise (Load Cell Noise 제거를 위한 Digital Load Cell 에 대한 연구)

  • Lee, Young-Jin;Lee, Heung-Ho
    • Proceedings of the KIEE Conference
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    • 2002.11c
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    • pp.562-564
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    • 2002
  • Noise reduction and a simplification of a precision measurement system has been performed by changing analog output mode of a load cell into digital output mode. Usually, analog output signal of a few $\mu V$ from a load cell are amplified by amp and acquired by A/D converter. If the distance from a load cell to a DAS(Data Acquisition System) increases, more noise signals are mixed. So, a microprocessor has been integrated into a load cell so that the amplification and A/D conversion of output signals could be done in close proximity to the lode cell for the reduction in mixing of noise. Obtained data from the load cell like this manner are transferred to a computer with digital values(of TTL level). To simplify the configuration of a multi-channel DAS, RS-485 communication system has used for data transfer.

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The three-level load balancing method for Differentiated service in clustering web server (클러스터링 웹 서버 환경에서 차별화 서비스를 위한 3단계 동적 부하분산기법)

  • Lee Myung Sub;Park Chang Hyson
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.30 no.5B
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    • pp.295-303
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    • 2005
  • Recently, according to the rapid increase of Web users, various kinds of Web applications have been being developed. Hence, Web QoS(Quality of Service) becomes a critical issue in the Web services, such as e-commerce, Web hosting, etc. Nevertheless, most Web servers currently process various requests from Web users on a FIFO basis, which can not provide differentiated QoS. This paper presents a load balancing method to provide differentiated Web QoS in clustering web server. The first is the kernel-level approach, which is adding a real-time scheduling process to the operating system kernel to maintain the priority of user requests determined by the scheduling process of Web server. The second is the load-balancing approach, which uses IP-level masquerading and tunneling technology to improve reliability and response speed upon user requests. The third is the dynamic load-balancing approach, which uses the parameters related to the MIB-II of SNMP and the parameters related to load of the system such as memory and CPU.

Adaptive Load Balancing Scheme for Real-Time Video Stream Transmission in Mobile Environment (모바일 환경에서 실시간 비디오 스트림 전송을 위한 적응형 부하 조정 기법)

  • Kim, Jin-Hwan
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.11 no.4
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    • pp.105-112
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    • 2011
  • We propose an adaptive load balancing scheme to transport real-time video streams efficiently in this paper. The playback buffer level of a video requesting client is high or low temporarily in mobile environment. This scheme attempts to allocate more network bandwidth to serve a video request with the lower buffer level preferentially. In this scheme, the amount of network bandwidth is dynamically allocated to the requesting clients according to their playback buffer levels in a distributed mobile system. In order to improve the quality of service and real-time performance of individual video playback, the proposed load balancing scheme tries to maximize the number of frames that are transported successfully to the client prior to their playback times. Fair services can also be provided to all the concurrent clients by making their playback situation more adaptive. The performance of this load balancing scheme is compared with that of other static load balancing scheme through extensive simulation experiments, resulting in the higher ratio of frames transmitted successfully within given deadlines.

Remaining Life Estimation of a Level Luffing Crane Component by Computer Simulation (컴퓨터 시뮬레이션을 통한 수평 인입 크레인 구성 재료의 잔존수명 예측)

  • Kim, Sangyeol;Kim, Seongsoo;Choi, Heekyu
    • Korean Journal of Metals and Materials
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    • v.48 no.6
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    • pp.489-497
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    • 2010
  • The remaining life estimation of the level luffing crane component, which has operated for about 20 years is examined carefully, especially on the crane structures. To analyse the crane sructures, the basic load and load combination needed to be considered. We modeled various parts of the level luffing crane to analyse fatigue. Fatigue analysis results showed that the level luffing crane is in the fatigue life so that the crane is in the safe state in fatigue cumulative damage. Analysis results show that the remaining life of a jib upper beam would be about 10 years therefore, the level luffing crane should be stable for fatigue for that period.

Analysis of Suspended Load using A Two-Dimensional Advection-Diffusion Equation in Coastal Zone (2차원 이송-확산 방정식을 이용한 해안에서의 부유사 해석)

  • Kang, Gyu-Young;Kim, Su-Jin;Cho, Yong-Sik
    • 한국방재학회:학술대회논문집
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    • 2007.02a
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    • pp.177-180
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    • 2007
  • Numerical simulations on the suspended load in the Do jang fish port are carried out. Suspended load is analysed by using the two-dimensional advection-diffusion equation. To describe behaviors of a pollutant in costal zone, a split-operator method is applied to the numerical model. The advection part is first solved by SOWMAC and then the diffusion part is solved by a three-level locally implicit scheme.

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An Experimental Study on the Inelastic Behavior of the Reinforced Concrete Column Subject to Cyclic Lateral Loads (반복수평하중을 받는 철근콘크리트 기둥의 비탄성 거동에 관한 실험적 연구)

  • 정세환;정하선;김상식
    • Proceedings of the Korea Concrete Institute Conference
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    • 1991.10a
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    • pp.45-50
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    • 1991
  • This research has been carried out experimently to verify the structural efficiency of the reinforced concrete columns subjected to cyclic lateral loadings in the inelastic range. Sixteen specimens have been used in the tests, the factors such as reinforcing bars, shear-span ratio, axial load level and loading history being taken differently. The load-carrying capacities and the stiffness degradation in the inelastic range by cycle lateral load application have been counted by observing the load-deformation relationship, the crack initiation and propagation and the energy dissipation phenomena.

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Development of Control Algorithm and Detection of the Small Leakage Current (미소 누전전류 검출 및 차단제어기 설계)

  • 반기종;김낙교
    • The Transactions of the Korean Institute of Electrical Engineers D
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    • v.53 no.3
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    • pp.161-165
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    • 2004
  • In this paper, we have designed the ground faults detection and interrupting controller at normal condition of AC 120v to 240v rating voltage. Ground faults in electrical network have the characteristics of low current, 60㎐ frequency to 2㎑frequency. The load condition are no load and 20A load. The trip level of the controller is 6㎃ with ground faults. The Controller algorithm is implemented using pic16c71 microprocessor.

Hybrid ZVS Converter with a Wide ZVS Range and a Low Circulating Current

  • Lin, Bor-Ren;Chen, Jia-Sheng
    • Journal of Power Electronics
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    • v.15 no.3
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    • pp.652-659
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    • 2015
  • This paper presents a new hybrid soft switching dc-dc converter with a low circulating current and high circuit efficiency. The proposed hybrid converter includes two sub-converters sharing two power switches. One is a three-level PWM converter and the other is a LLC converter. The LLC converter and the three-level converter share the lagging-leg switches and extend the zero-voltage switching (ZVS) range of the lagging-leg switches from nearly zero to full load since the LLC converter can be operated at fsw (switching frequency) $\approx$ fr (series resonant frequency). A passive snubber is used on the secondary side of the three-level converter to decrease the circulating current on the primary side, especially at high input voltage and full load conditions. Thus, the conduction losses due to the circulating current are reduced. The output sides of the two converters are connected in series. Energy can be transferred from the input voltage to the output load within the whole switching period. Finally, the effectiveness of the proposed converter is verified by experiments with a 1.44kW prototype circuit.

FINITE ELEMENT APPROACH TO INVESTIGATE THE INFLUENCE OF THE DESIGN CONFIGURATION OF THE ITI SOLID IMPLANT ON THE BONE STRESSES DURING THE OSSEOINTEGRATION PROCESS (유한요소해석을 통한 ITI Solid screw 임플랜트의 형상 특성이 골유착 단계에서 응력에 미치는 영향에 대한 연구)

  • Cha Sang-Bum;Lee Kyu-Bok;Jo Kwang-Hun
    • The Journal of Korean Academy of Prosthodontics
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    • v.44 no.2
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    • pp.217-228
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    • 2006
  • Statement of problem: Standard type of ITI solid implant model in the 6.2mm thick jaw bone was axisymmetrically modelled for finite element stress analyses. Purpose: Primary objective was to investigate the influences or the characteristic design configuration of the ITI solid implant model on the bone stress with the course of osseointegration process at the bone/implant interfaces. To simulate the characteristics of the osseointegration process, five different stages of the bone/implant interface model were implemented. As load conditions, vertical load of 50N was taken into consideration. Bone at the cervical region of implant was the areas of concern where the higher level of stress were likely to take place. Results: The results indicated that rather slightly different stress level could be obtained as a function of the osseointegration conditions. Conclusion: Under vertical load, the lower level of stress was observed at the cervical cortical bone in the initial and final stages of osseointegration. Relatively higher stress level, however, was observed during the transitional stages where the osseointegration at the cancellous bone interface were yet to fully develop.

Biomechanical Changes of the Lumbar Segment after Total Disc Replacement : Charite$^{(R)}$, Prodisc$^{(R)}$ and Maverick$^{(R)}$ Using Finite Element Model Study

  • Kim, Ki-Tack;Lee, Sang-Hun;Suk, Kyung-Soo;Lee, Jung-Hee;Jeong, Bi-O
    • Journal of Korean Neurosurgical Society
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    • v.47 no.6
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    • pp.446-453
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    • 2010
  • Objective : The purpose of this study was to analyze the biomechanical effects of three different constrained types of an artificial disc on the implanted and adjacent segments in the lumbar spine using a finite element model (FEM). Methods : The created intact model was validated by comparing the flexion-extension response without pre-load with the corresponding results obtained from the published experimental studies. The validated intact lumbar model was tested after implantation of three artificial discs at L4-5. Each implanted model was subjected to a combination of 400 N follower load and 5 Nm of flexion/extension moments. ABAQUS$^{TM}$ version 6.5 (ABAQUS Inc., Providence, RI, USA) and FEMAP version 8.20 (Electronic Data Systems Corp., Plano, TX, USA) were used for meshing and analysis of geometry of the intact and implanted models. Results : Under the flexion load, the intersegmental rotation angles of all the implanted models were similar to that of the intact model, but under the extension load, the values were greater than that of the intact model. The facet contact loads of three implanted models were greater than the loads observed with the intact model. Conclusion : Under the flexion load, three types of the implanted model at the L4-5 level showed the intersegmental rotation angle similar to the one measured with the intact model. Under the extension load, all of the artificial disc implanted models demonstrated an increased extension rotational angle at the operated level (L4-5), resulting in an increase under the facet contact load when compared with the adjacent segments. The increased facet load may lead to facet degeneration.