• 제목/요약/키워드: supporting pressure control

검색결과 36건 처리시간 0.026초

ABR 서비스를 지원하기 위한 ATM 교환 시스템 구조 (Configuration of ATM switching system supporting ABR services)

  • 안윤영;정민영김화숙최대우
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 1998년도 추계종합학술대회 논문집
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    • pp.277-280
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    • 1998
  • As user's demands for high-speed data traffic are recently increased, ABR services are considered as one of important service requirements in ATM networks. Unfortunately, a number of existing ATM switching systems have structural drawbacks as to support ABR services because these switching systems have been developed to support realtime(rt) services such as CBR and rt-VBR services. To support ABR services in the existing ATM switching systems, new traffic control mechanisms for ABR services are required. This paper proposes a method for supporting ABR services in ATM swithcing systems without back-pressure mechanisms and evaluates the performance of the proposed method using simulation.

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압력 조절 장치를 갖는 풍동 지면판에 관한 수치해석적 연구 (NUMERICAL STUDY ON WIND TUNNEL GROUND PLATE WITH A PRESSURE CONTROL DEVICE)

  • 이민재;김철완
    • 한국전산유체공학회지
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    • 제15권4호
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    • pp.53-59
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    • 2010
  • Preliminary design of a ground plate, a device installed close to the aircraft model for wind tunnel test to simulate the ground effect, was performed by a numerical simulation. A two-dimensional numerical study was performed initially to decide the optimal leading edge and flap configurations. Then, three-dimensional studies were conducted to decide the optimal flap deflection angle for pressure distribution reduction since the plate and the plate supporting system generate static pressure difference between the upper and lower flow regions. Three-dimensional simulation additionally studied the effect of the clearance between the plate and the wind tunnel side wall. For the efficiency of computation, half model was simulated and a symmetric boundary condition was applied on the center plane. Based on the preliminary design, a ground plate was designed, manufactured and tested at the Korea Aerospace Research Institute(KARI) wind tunnel. The measured pressure differences versus flap deflection angle agreed well with the predicted results.

쉴드터널 시공 시 막장안정을 위한 지보압의 이론적.수치해석적 고찰 (Theoretical and Numerical Study on the Support Pressure for Tunnel Face Stability in Shield TBM Construction)

  • 김광진;고성일;추석연;김종수
    • 한국터널지하공간학회 논문집
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    • 제8권3호
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    • pp.197-204
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    • 2006
  • 대단면 쉴드 TBM을 이용한 터널굴착공법은 여러 기계화 시공법과 함께 향후 터널 연장의 장대화 추세에 부합하여 국내 활용도가 더욱 높아질 것으로 예상되는 터널 굴착공법이다. 특히 쉴드공법은 지반조건이 열악한 얕은 심도의 터널에 적용성이 우수한 공법으로 인식되고 있으나, 부적절한 장비선정, 터널 시공중 장비결함, 예상치 못한 지반조건 조우 등의 문제로 인하여 시공 중 사고 트러블 사례가 종종 발생되고 있다. 특히 터널막장에서의 트러블 발생 빈도가 매우 높아, 안정적이고 효율적인 굴착을 위해서는 굴착중 막장압 관리가 매우 중요하다. 따라서 본 연구에서는 터널막장의 안정화를 위한 이론적 막장지보압 산정방법의 고찰과 수치해석적 방법에 의한 지보압에 따른 지반거동 양상을 비교 분석 하였다.

실시간 일정압력 제어기술을 적용한 냉난방장치의 피크부하 저감과 에너지 효율 향상을 위한 시스템 개발 (Development of Heating and Cooling System with New Heat Exchange Cycle for High Efficiency and Peak Power Reduction Using Real time Constant Refrigerant Pressure Control)

  • 최선영;이영국;최명광;최태원
    • 조명전기설비학회논문지
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    • 제29권11호
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    • pp.53-58
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    • 2015
  • Systemic heating and cooling air conditioning systems are popular in various industrial fields and even home. Recently, the rate of supply of this kind of multi-heat pump has been increased under ESCO financing supporting system. Generally the heat pumping system has a structural simplicity and easy installation benefits. and has good running efficiency under normal designed condition. But under extreme climate condition (over $+30^{\circ}C$, under $-10^{\circ}C$), this system exposes abnormal power consumption. It causes high progressive electric power rates and resultant peak power capacity of power plant. In this paper, a novel system concept of buffering refrigerant accumulator and constant pressure control system to relieve peak power load is proposed and this system's utility is verified with an prototype experimental system.

족저 압력분포 평가를 위한 Foot Track System의 개발 (Development of the foot track system for the evaluation of foot plantar surface pressure distribution)

  • 이기훈;정민근;김태복
    • 대한인간공학회지
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    • 제11권2호
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    • pp.23-33
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    • 1992
  • The distribution of the pressure between the sole of a feet and a supporting surface can reveal the information about the structure and fonction of the foot and the posural control of the whole body. In particular, the measurement of the vertical contact forces between the plantar surface of the foot and the shoe insole is of great importance to reveal the loading distributio patterns incurred from a particular shoe midsole design. In order to investigate the plantar surface pressure distribution, an insole-type sensor with a piezoelectric material is developed and tested. The present paper describes a new method to completely reduce both the shear force and pyroelectric effects that are normally caused from piezoelectric materials.

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Recognizing Method of Foot Characteristics by Pressure Image Analysis

  • Hwang, Yong-Bae;Yoon, Sang-Cheun;Lee, Soon-Geul
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2001년도 ICCAS
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    • pp.55.1-55
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    • 2001
  • Foot, as a supporting base of human body, Is very important and has essential role during standing and walking those are our everyday physical movements. So lots of researches about the foot have been done for clinical purpose and ergonomic needs. Most of those researches are related to pressure distribution between the soles of the feet. Usually force plate or pressure sensor is used to obtain proper characteristic data from foot. But these expensive devices are not easy to attach to the sole of the subjects and it is unnatural for the subject to move with these devices. As one of method of measuring foot, gridded sole image is used. But the obtained image is very hard to be recognizable because of the image is composed with the ...

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Characterization of face stability of shield tunnel excavated in sand-clay mixed ground through transparent soil models

  • YuanHai Li;XiaoJie Tang;Shuo Yang;YanFeng Ding
    • Geomechanics and Engineering
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    • 제33권5호
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    • pp.439-451
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    • 2023
  • The construction of shield tunnelling in urban sites is facing serious risks from complex and changeable underground conditions. Construction problems in the sand-clay mixed ground have been more reported in recent decades for its poor control of soil loss in tunnel face, ground settlement and supporting pressure. Since the limitations of observation methods, the conventional physical modelling experiments normally simplify the tunnelling to a plane strain situation whose results are not reliable in mixed ground cases which exhibit more complicated responses. We propose a new method for the study of the mixed ground tunnel through which mixed lays are simulated with transparent soil surrogates exhibiting different mechanical properties. An experimental framework for the transparent soil modelling of the mixed ground tunnel was established incorporated with the self-developed digital image correlation system (PhotoInfor). To understand better the response of face stability, ground deformation, settlement and supporting phenomenon to tunnelling excavation in the sand-clay mixed ground, a series of case studies were carried out comparing the results from cases subjected to different buried depths and mixed phenomenon. The results indicate that the deformation mode, settlement and supporting phenomenon vary with the mixed phenomenon and buried depth. Moreover, a stratigraphic effect exists that the ground movement around mixed face reveals a notable difference.

The Effects of Foot Intrinsic Muscle and Tibialis Posterior Strengthening Exercise on Plantar Pressure and Dynamic Balance in Adults Flexible Pes Planus

  • Lee, Da-bee;Choi, Jong-duk
    • 한국전문물리치료학회지
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    • 제23권4호
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    • pp.27-37
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    • 2016
  • Background: In previous studies regarding flexible pes planus, Foot orthosis, special shoes have been used as interventions for correcting malalignment and intrinsic muscles strengthening exercise have been regarded as interventions for foot function and supporting medial longitudinal arch during walking. However, some recent studies reported that strengthening extrinsic muscles as well as intrinsic muscles is more effective and active intervention for flexible pes planus. In particular, the tibialis posterior muscle of foot extrinsic muscles plays essential roles in maintaining the medial longitudinal arch during dynamic weight bearing and balance. In addition this muscle acts longer than other supination muscles during the stance phase in the gait cycle. Objects: This study aimed to investigate the effect of foot intrinsic muscle and tibialis posterior muscle strengthening exercise for plantar pressure and dynamic balance in adults with flexible pes planus. Methods: 16 young flexible pes planus adults (7 males, 9 females) were recruited and were randomized into two groups. The experimental group performed foot intrinsic muscle and tibialis posterior muscle strengthening training, the control group performed only foot intrinsic muscle strengthening training. All groups received strengthening training for 30 minutes five times a week for six weeks. Results: The experimental group had significantly lower plantar pressure of medial heel area than the control group in stand (p<.05). The experimental group had significantly higher dynamic balance ability than control group (p<.05). Conclusion: The results of this study provide evidence to suggest that foot intrinsic muscle and tibialis posterior muscle of extrinsic muscle strengthening exercises may improve plantar pressure distribution and dynamic balance ability in adults with flexible pes planus.

엘리베이터 능동진동제어를 위한 동적 모델링 및 제어기 설계 (Dynamic Modeling and Controller Design for Active Vibration Control of Elevator)

  • 김기영;곽문규
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2008년도 춘계학술대회논문집
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    • pp.71-76
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    • 2008
  • This paper is concerned with the active vibration control of elevator by means of the active roller guide. To this end, a dynamic model for the horizontal vibration of the elevator consisting of a supporting frame, cage and active roller guides was derived using the energy method. Free vibration analysis was then carried out based on the equations of motion. Active vibration controller was designed based on the equations of motion using the LQR theory and applied to the numerical model. Rail irregularity and wind pressure variation were considered as external disturbance in the numerical simulations. The numerical results show that the active vibration control of elevator is possible.

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타이어 압력 모니터링 시스템의 호환성을 지원하는 프로토콜 고찰 (A Consideration for a Protocol Supporting Tire Pressure Monitoring System)

  • 배병철;서해문;이인수;남윤석
    • 대한임베디드공학회논문지
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    • 제6권6호
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    • pp.335-344
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    • 2011
  • The Tire Pressure Monitoring System(TPMS) is often used recently. However, the standards and functions are very different. Even though the regulation requires all vehicles install the TPMS, there is no a standard of a Physical and Media access control protocol which provides compatibility with other systems. In this paper, we propose a MAC protocol based on the international standard and an energy efficient hybrid RF system platform. The MAC protocol provides compatibility of the TPMS with other systems and the RF system platform reduces energy consumption significantly.