• 제목/요약/키워드: edge load

검색결과 527건 처리시간 0.024초

Distributed Resource Partitioning Scheme for Intercell Interference in Multicellular Networks

  • Song, Jae-Su;Lee, Seung-Hwan
    • Journal of electromagnetic engineering and science
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    • 제15권1호
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    • pp.14-19
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    • 2015
  • In multicellular wireless networks, intercell interference limits system performance, especially cell edge user performance. One promising approach to solve this problem is the intercell interference coordination (ICIC) scheme. In this paper, we propose a new ICIC scheme based on a resource partitioning approach to enhance cell edge user performance in a wireless multicellular system. The most important feature of the proposed scheme is that the algorithm is performed at each base station in a distributed manner and therefore minimizes the required information exchange between neighboring base stations. The proposed scheme has benefits in a practical environment where the traffic load distribution is not uniform among base stations and the backhaul capacity between the base stations is limited.

Game Theory-Based Scheme for Optimizing Energy and Latency in LEO Satellite-Multi-access Edge Computing

  • Ducsun Lim;Dongkyun Lim
    • International journal of advanced smart convergence
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    • 제13권2호
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    • pp.7-15
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    • 2024
  • 6G network technology represents the next generation of communications, supporting high-speed connectivity, ultra-low latency, and integration with cutting-edge technologies, such as the Internet of Things (IoT), virtual reality, and autonomous vehicles. These advancements promise to drive transformative changes in digital society. However, as technology progresses, the demand for efficient data transmission and energy management between smart devices and network equipment also intensifies. A significant challenge within 6G networks is the optimization of interactions between satellites and smart devices. This study addresses this issue by introducing a new game theory-based technique aimed at minimizing system-wide energy consumption and latency. The proposed technique reduces the processing load on smart devices and optimizes the offloading decision ratio to effectively utilize the resources of Low-Earth Orbit (LEO) satellites. Simulation results demonstrate that the proposed technique achieves a 30% reduction in energy consumption and a 40% improvement in latency compared to existing methods, thereby significantly enhancing performance.

날개 끝 회전자를 이용한 양력강화기법에 관한 연구 (On the Lift Enhancement Technique of the Trailing Edge Rotor of Two Dimensional Hydrofoil)

  • 오정근;노재규
    • 해양환경안전학회지
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    • 제21권2호
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    • pp.200-206
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    • 2015
  • 2차원 수중날개의 뒷날에 회전자를 부착한 고양력 발생장치의 성능을 파악하고, 실용화가능성을 살펴보기 위하여 NACA0020형상을 이용하여 모형을 제작하였고 캐비테이션 터널에서 실험을 수행하였다. 양력, 항력, 모멘트의 세 방향의 힘을 계측할 수 있는 가는 막대 형상의 로드셀을 부착하여 유체력을 계측하였으며, 뒷날에 부착된 회전자는 터널 외부에 설치된 DC 서보모터로 회전속도를 제어하였다. 다양한 편향각 조건과 회전자의 회전속도에 따른 체계적인 실험을 통하여 회전자의 효과를 확인하였다. 회전자의 회전속도에 의해 순환제어가 수월하게 조절 가능하다는 점을 실험을 통하여 검증하였으며 회전자의 회전속도에 따라 2배 이상의 양력이 발생함을 확인하였다. 따라서 제안한 양력 장치는 양력조절이 가능한 고양력 발생장치로 충분히 활용할 수 있음을 확인하였다.

Bolted connectors with mechanical coupler embedded in concrete: Shear resistance under static load

  • Milicevic, Ivan;Milosavljevic, Branko;Pavlovic, Marko;Spremic, Milan
    • Steel and Composite Structures
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    • 제36권3호
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    • pp.321-337
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    • 2020
  • Contemporary design and construction of steel-concrete composite structures employs the use of prefabricated concrete elements and demountable shear connectors in order to reduce the construction time and costs and enable dismantling of elements for their potential reuse at the end of life of buildings. Bolted shear connector with mechanical coupler is presented in this paper. The connector is assembled from mechanical coupler and rebar anchor, embedded in concrete, and steel bolt, used for connecting steel to concrete members. The behaviour and ultimate resistance of bolted connector with mechanical coupler in wide and narrow members were analysed based on push-out tests and FE analyses conducted in Abaqus software, with focus on concrete edge breakout and bolt shear failure modes. The effect of concrete strength, concrete edge distance and diameter and strength of bolts on failure modes and shear resistance was analysed. It was demonstrated that premature failure by breakout of concrete edge occurs when connectors are located 100 mm or closer from the edge in low-strength and normal-strength reinforced concrete. Furthermore, the paper presents a relatively simple model for hand calculation of concrete edge breakout resistance when bolted connectors with mechanical coupler are used. The model is based on the modification of prediction model used for cast-in and post-installed anchors loaded parallel to the edge, by implementing equivalent influence length of connector with variable diameter. Good agreement with test and FE results was obtained, thus confirming the validity of the proposed method.

전통목구조 시스템의 도리방향 골조의 횡저항 성능에 대한 실험 (Experiment of Lateral Load Resistance of Dori-Directional Frame in Traditional Wood Structure System)

  • 이영욱;홍성걸;김남희;정성진;황종국;배병선
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2007년도 정기 학술대회 논문집
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    • pp.241-246
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    • 2007
  • The capacity of a lateral load resistance of a joint with Jangbu-connection of Dori-directional frame in traditional wood structure system was studied, through experiments of 1/2 scaled and T-shaped 7 subassemblies of joint of Dori-directional frame for Deawoongjeon of Bongjungsa. From the experiment, it was shown that the capacity of a lateral load resistance was influenced by the vertical load confining joint and not influenced by the number of Chok and the depth of Changbang, And lateral load resistance mechanism is developed by the restraint between the vertical load and the contacting edge of column; if structure is pushed to the left, the top-right end of Pyeongju contacts with Changbang and left Changbang loses the contacts with Pyeongju and therefore only right Changbang can resist to lateral load.

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Modeling and Analysis of Load-Balancing Based on Base-Station CoMP with Guaranteed QoS

  • Feng, Lei;Li, WenJing;Yin, Mengjun;Qiu, Xuesong
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제8권9호
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    • pp.2982-3003
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    • 2014
  • With the explosive deployment of the wireless communications technology, the increased QoS requirement has sparked keen interest in network planning and optimization. As the major players in wireless network optimization, the BS's resource utilization and mobile user's QoS can be improved a lot by the load-balancing technology. In this paper, we propose a load-balancing strategy that uses Coordinated Multiple Points (CoMP) technology among the Base Stations (BS) to effectively extend network coverage and increase edge users signal quality. To use universally, different patterns of load-balancing based on CoMP are modeled and discussed. We define two QoS metrics to be guaranteed during CoMP load balancing: call blocking rate and efficient throughput. The closed-form expressions for these two QoS metrics are derived. The load-balancing capacity and QoS performances with different CoMP patterns are evaluated and analyzed in low-dense and high-dense traffic system. The numerical results present the reasonable CoMP load balancing pattern choice with guaranteed QoS in each system.

The analytical solution for buckling of curved sandwich beams with a transversely flexible core subjected to uniform load

  • Poortabib, A.;Maghsoudi, M.
    • Structural Engineering and Mechanics
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    • 제52권2호
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    • pp.323-349
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    • 2014
  • In this paper, linear buckling analysis of a curved sandwich beam with a flexible core is investigated. Derivation of equations for face sheets is accomplished via the classical theory of curved beam, whereas for the flexible core, the elasticity equations in polar coordinates are implemented. Employing the von-Karman type geometrical non-linearity in strain-displacement relations, nonlinear governing equations are resulted. Linear pre-buckling analysis is performed neglecting the rotation effects in pre-buckling state. Stability equations are concluded based on the adjacent equilibrium criterion. Considering the movable simply supported type of boundary conditions, suitable trigonometric solutions are adopted which satisfy the assumed edge conditions. The critical uniform load of the beam is obtained as a closed-form expression. Numerical results cover the effects of various parameters on the critical buckling load of the curved beam. It is shown that, face thickness, core thickness, core module, fiber angle of faces, stacking sequence of faces and openin angle of the beam all affect greatly on the buckling pressure of the beam and its buckled shape.

공기 포일 스러스트 베어링의 하중지지능력에 관한 연구 (A study of the Load Capacity of Air Foil Thrust Bearings)

  • 이용복;김태영;박동진
    • Tribology and Lubricants
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    • 제25권5호
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    • pp.292-297
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    • 2009
  • Air foil thrust bearings are the critical components available on high-efficiency turbomachinery which need an ability to endure the large axial force. Air foil bearings are self-acting hydrodynamic bearings that use ambient air as their lubricant. Since the air is squeezed by the edge of compliance-surface of bearing, hydrodynamic force is generated. In this study, we measured the air film thickness and obtained the minimum film thickness experimentally. To increase the maximum load capacity, compliance of sub-structure was controlled. From numerical analyses, it is seen that, if the air film thickness is distributed more uniformly by variable compliance, the thrust bearings can take more axial load.

홀로그래피를 이용한 정전집진기 집진판의 진동 특성 연구 (A Study on the Vibration Characteristics of Collecting Plate in the Electrostatic Precipitator Using Holograpy)

  • 나종문;이기백;양장식
    • Journal of Advanced Marine Engineering and Technology
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    • 제20권1호
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    • pp.56-66
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    • 1996
  • In this study, the characteristics of generation and propagarion of transient wave induced in the assembly of four collecting plate upon the propagation of waves are analyzed. Also double exposure holographic inteferometry using ruby pulse laser is built in order to investigate the propagation of transient waves generated by impact load. When impact load was applied at edge of connecting band, the vibration of collecting plates was generated from the contact points between collecting plate and band which connects four collecting plates. Waves generated from the lower part and those reflected from the upper part were mixed as time went on and then formed very complex shapes. Also, when impact load was aplied at center of collecting plate, the waves propagating across the convexo-concave plane were reflected partly at curved section. Therefore the vibration amplitude was decreased as the transiet waves were propagated through the convexo-concave plane.

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平坦氷荷重을 받는 細長形 해양구조물의 動的 거동 (Dynamic Responses of a Slender Offshore Structure Subject to Level Ice Load)

  • 최경식
    • 한국해양공학회지
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    • 제9권2호
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    • pp.156-166
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    • 1995
  • Regrading the development of offshore natural gas field near Sakhalin Island which is an ice-infested area, this study aims to estimate the dynamic ice load for construction of offshore structures operating in this region. In this paper the design ice load and dynamic responses of a slender Arctic structure upon continuous ice movement are sutdied. Crushing agter a certain elastic deformation is assumed as a primary failure mechanism at the contact zone between semi-infinite level ice edge and the face of structure. Dynamic interaction forces are calculated using a modified Korzhavin's equation and a two-dimensional ice-structure interaction model is adopted. To verify the numerical model, dynamic analysis is performed for on of the Baltic Sea channel markers whose response patterns were presiously observed.

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