• Title/Summary/Keyword: mitigate

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Performance of DCTCP with per-packet scheduling in data center networks (데이터센터 네트워크의 패킷단위 스케줄링에서의 DCTCP 성능)

  • Lim, Chansook
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.18 no.1
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    • pp.15-21
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    • 2018
  • Per-packet scheduling is more suitable than per-flow scheduling to reduce the flow completion time by efficiently utilizing resources in data center networks. Recently, many per-packet scheduling schemes utilizing multiple paths have been proposed. However, to mitigate the negative effect of packet reordering on TCP performance, most of the schemes require supplemental measures such as putting packets in order at the lower layer. In this study, we investigate how well DCTCP, which is a representative TCP for data center networks, performs with per-packet scheduling through simulation. Simulation results show that DCTCP keeps the queue length short but that DCTCP shows low fairness due to the way of reducing the congestion window by ECN.

Radiometer Performance Measure Using A Millimeterwave(Ka-band) Seeker (밀리미터파(Ka-밴드) 탐색기를 이용한 라디오미터 성능 측정)

  • Hong, Young-Gon;Lee, Man-Hee;Ahn, Se-Hwan;Kim, Young-Gon;Kim, Yoon-Jin;Kim, Hong-Rak
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.19 no.6
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    • pp.87-93
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    • 2019
  • We discuss the design of a radiometer using a millimeterwave(Ka-band) seeker. We applied a total power radiometer, thus the radiometer is composed of a IF-drive amp, band-pass filter, detector and an Op-amp additionally. As a radiometer measure a radiated signal of an object which is noise-like, a radiometer is easily affected by the variance of system temperature. To mitigate an adverse effect, we propose a compensation method in a radiometer without brightmess temperature compensation circuits. Through some experiments such like a distinction a target and the background, we have verified that the designed radiometer system has distingushed a car from the ground completely.

A New Cell Selection Scheme with Adaptive Bias for Ultra Dense Heterogeneous Mobile Communication Networks (초밀집 이종 이동 통신망을 위한 적응형 편향치를 활용한 새로운 셀 선택 기법)

  • Jo, Jung-Yeon;Ban, Tae-Won;Jung, Bang Chul
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2015.05a
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    • pp.63-66
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    • 2015
  • As smart-phones become popular, mobile data traffic has been dramatically increasing and intensive researches on the next-generation mobile communication network is in progress to meet the increasing demand for mobile data traffic. In particular, heterogeneous network (HetNet) is attracting much interest because it can significantly enhance the network capacity by increasing the spatial resue with macro and small cells. In the HetNet, we have several problems such as load imbalance and interference because of the difference in transmit power between macro and small cells and cell range expansion (CRE) can mitigate the problems. In this paper, we propose a new cell selection scheme with adaptive cell range expansion bias (CREB) for ultra dense HetNet and we analyze the performance of the proposed scheme in terms of average cell transmission rate through system-level simulations and compare it with those of other schemes.

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Comparison of Performance between Regular Drilled Shaft and Isolation Tube Drilled Shafts (일반 현장 타설 말뚝과 분리형 현장 타설 말뚝의 거동 비교)

  • Kim, Myung-Hak;O'Neill, Michael W.
    • Journal of the Korean Geotechnical Society
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    • v.16 no.1
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    • pp.211-220
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    • 2000
  • An experimental study that included detailed observation of four 305-mm-diameter drilled shafts, one reference shaft of standard design and three test shafts with isolation tubes to mitigate skin friction in the vadose zone of a clay soil profile, is described. The shafts were loaded only by naturally expanding and contraction soil over a period of 17 months. The soil at the test site was instrumented to track suction and elevation changes. Maximum ground surface movements exceeding 40 mm were observed. Heave movements of less than 1.5 mm were observed in the test shafts with isolation tubes, while movements of 5 mm were observed in the reference shaft. Unit side shear loads in the shafts protected by the isolation tubes were minimal compared to those measured in the reference shaft. This indicates that the isolation tubes were very effective.

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Surface Hardness and Water Repellet of Earth Paint (흙페인트의 적절한 사용을 위한 표면경도 및 발수성에 관한 연구)

  • Hawng, Hey-Zoo;Roh, Tea-Hak;Lee, Jin-Sil
    • KIEAE Journal
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    • v.16 no.3
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    • pp.83-88
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    • 2016
  • Purpose : This study aimed to verify the surface hardness and water repellency of earth paint manufactured with earth, a natural material, and provide the results as basic data for paint made with natural materials. Method : After presenting the accurate manufacturing methods for basic materials for paint, the authors conducted and analyzed experiments to evaluate surface hardness and water repellency, fundamental performance indicators for paint, based on different mixture ratios. From the results of the experiment to assess the surface hardness of flour-based earth paint, we observed high surface hardness only after painting the specimen three times. Since potato starch-based earth paint has higher viscosity than its flour-based counterpart, the former did not paint well on the first occasion, resulting in low surface hardness. After painting two or more times, however, it was observed to have higher surface hardness than flour-based earth paint. Result : It was found that at least three iterations of painting was required to obtain high surface hardness of potato starch-based earth paint. Furthermore, the results of the water resistance experiment of earth paint suggest that the use of environment-friendly finishing materials coupled with boiled linseed oil will mitigate the drawbacks of earth paint. The experiment with one-year-old specimens also demonstrated similar water repellent characteristics, which indicates that the performance will improve once the paint has dried for a sufficient period of time.

Reduction Potential for Thermal Load by Extensive Green Roofs (경량형 옥상녹화에 따른 열부하 저감 잠재성 연구)

  • Kim, Yeon Mee;Nam, Mi A;Jang, Dae Hee;Kim, Hyeon Soo;Kim, Hyun Ok
    • KIEAE Journal
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    • v.13 no.5
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    • pp.67-77
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    • 2013
  • Based on the increasing demand for a solution to reduce thermal load, extensive green roofs have great opportunity for application to existing roofs due to their light-weight and easy maintenance. The present study delivers data regarding thermal behavior and heat reduction potential in relation to vegetation coverage between green roof types. 1) In the hottest hour in a day, green roofs showed considerable potential to mitigate heat load in roof environments, which can be up to $10^{\circ}C$ difference. 2) Compared to conventional cement roofs, the extensive green roofs only have a slight potential to cool the air over green roofs. By statistical analysis of linear regression, green coverage has little to do with the reduction of air temperature; the cooling effect was proven only in nighttime. 3) Green roofs act as an insulating roof membrane, the inner substrate of green roofs remained cooler than cement roof surfaces in the daytime, but in the nighttime the green roofs generally were warmer than the cement roof surfaces. 4) The variable of vegetation coverage resulted in no significant difference in thermal behavior in the air, but had the greatest effect in keeping the substrate cool in the daytime. The high vegetation coverage also hindered the rapid cooling of the substrate in the nighttime, and therefore was warmer than other measured temperatures. In order to draw a clear conclusion to combat urban heat island effect with extensive green roofs, the experiment needs to be applied on a larger scale.

A Study on the Perception of Stakeholders on Sunken Costs of an Urban Development Project (도시재생 사업의 매몰비용에 관한 이해집단간의 의식조사 연구)

  • Shin, Seungil;Lee, Ung-Kyun;Cho, Hunhee;Kang, Kyung-In
    • Journal of the Korea Institute of Building Construction
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    • v.14 no.6
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    • pp.591-596
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    • 2014
  • This study investigates the perception of the sunken costs of an urban development project, which is currently a social problem through a questionnaire survey. The results indicate that local and federal governments, political authorities, association members, landowners, etc. partially recognize their responsibility in bearing the sunken cost. It is also found that all stakeholders who participated in the maintenance project felt shared responsibility of bearing the sunken costs and exchanging solutions to mitigate the same, rather than making one party deal with the same. This study also suggests that with regard to reducing these sunken costs, the public sector should offer indirect support (by bearing the cost of infrastructure, tax benefits, regulation relaxation, etc.) rather than direct support so that the association members can make a reasonable choice on the project execution.

Benchmarking Research Based on Contract Documents for Successful ADR Implementation to Domestic Construction Industry (ADR 활성화를 위한 건설 계약서의 해외 사례 벤치마킹 연구)

  • Choi Jeong-Won;Kim Sang-Bum
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2004.11a
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    • pp.629-633
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    • 2004
  • The number of claims and disputes among project participants has been steadily increasing last a few years and it creates numerous conflicts and problems in the domestic construction industry. One of the root causes of claims and disputes can be explained by the fact that project objectives of participants are offer different and not aligned. This research is considered as a pre-study of developing a strategy to mitigate conflicts such as claims and disputes in the domestic construction industry by utilizing Alternative Dispute Resolution (ADR) techniques. This research focused on improving standard contrast documents to establish a systematic dispute resolution process which emphasize the ADR method. To do so, several well-recognized contract documents developed by FIDIC, AIA, ECC were throughly investigated and analyzed using a benchmarking process. Result of the research propose needs of improving the domestic construction document's some clauses and the details will be further Investigated through surveys and expert's opinions.

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Evaluation of Structural Performance of Precast Modular Pier Cap (프리캐스트 모듈러 피어캡의 구조성능 평가)

  • Kim, Dong Wook;Shim, Chang Su
    • Journal of the Korea Concrete Institute
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    • v.27 no.1
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    • pp.55-63
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    • 2015
  • Prefabrication technologies are making bridge construction safer and less disruptive to the environment and traveling public, making bridge designs more constructible and, improving the quality and durability by shifting site work to a more controllable environment. Modular bridge substructures with concrete-filled steel tube (CFT) piers and composite pier caps were suggested to realize accelerated bridge construction. The precast segmental pier cap consists of a composite pier table and precast prestressed segments on the table. The pier table has embedded steel section to mitigate stress concentration at the connection by small tubes. Each bridge pier has four or six CFT columns which connect to the pier cap. Shear strength of the pier cap was obtained by extending vertical reinforcing bars from the table to the precast segment. Transverse prestressing was introduced to control tensile stresses by service loadings. Structural performance of the proposed modular system was evaluated by static tests. Design requirements of the composite pier cap were satisfied by continuous reinforcing bars and prestressing tendons. Standardized modular substructures can be effectively utilized for the fast replacement or construction of bridges.

Seismic Response of Apartment Building with Base Isolation System Consisting of Sliding-type Bearing and Lend Rubber Bearing (LRB와 슬라이딩베어링을 혼용한 면진시스템을 적용한 아파트 건물의 지진 응답)

  • Chun, Young-Soo;Yoon, Young-Ho;Whang, Ki-Tea;Chang, Kug-Kwan
    • Journal of the Korea Concrete Institute
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    • v.19 no.4
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    • pp.507-514
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    • 2007
  • This paper summarizes the results of a research on the isolate effects and economical efficiencies of seismic isolation design compared with the existing earthquake-resistant design, and presents seismic performance of the base isolation system consisting of sliding-type bearing and lead rubber bearing (LRB) compared with that consisting of the LRB only. From the results of the research, it is verified that seismic isolation is very effective to mitigate the influence of earthquake on structures and it is possible to increase the serviceability due to decrease of the floor acceleration. Also, from the point of view of reduction of story acceleration and base shear, the base isolation system consisting of sliding-type bearing and LRB is more effective than that with LRB only. In respect of economical efficiency, special care should be taken in using this method since costs which have to be paid in proportin to increased performance are high.