• 제목/요약/키워드: system response

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한국형 재난현장 통합대응 표준체계 개발연구 (A Study On Developing Korean Standardized Integrated Response System For Disaster Site)

  • 강성경;이영재
    • 한국방재안전학회논문집
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    • 제8권2호
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    • pp.1-10
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    • 2015
  • 재난은 점차 복합, 대형화되고 있다. 이러한 재난 발생 시에는 기관 간 상호협업을 통해 신속하게 대응해야한다. 하지만 우리나라는 재난 대응 시 각 분야(기관)별로 지휘체계를 분리해서 운영하고 있어 통합적인 재난대응에 한계가 있다. 따라서 본 연구에서는 재난유형 및 규모에 관계없이 적용 가능한 '한국형 재난현장 통합대응 표준체계'를 개발하였다. 다수기관들이 공통적으로 사용 가능한 표준편제, 표준행동요령(SOP), 표준용어를 개발하였으며, 표준체계를 실현하기 위한 법/제도적 뒷받침의 필요성을 제시하였다. 통합대응 표준체계의 활용을 통해 재난현장의 일원화된 지휘/통제, 기관들의 대응 업무 명확화, 원활한 의사소통이 가능해지며, 재난대응 및 수습을 신속하게 진행할 수 있을 것으로 기대된다.

Latency Test를 활용한 인트라넷 시스템에서의 응답시간 측정방법 (A Study for a Method of Response Time Evaluation Through Latency Test in Intranet System)

  • 노시춘;방기천
    • 디지털콘텐츠학회 논문지
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    • 제10권4호
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    • pp.501-507
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    • 2009
  • 인트라넷 네트워크상 에서의 응답시간 단축은 정보제공 효율성을 확보하는 기본요소이다. 그동안 네트워크상에서 응답시간 단축을 실현하기위해 많은 방법론들이 연구되고 제안 되었다. 이같은 연구의 목적은 응답시간 단축 메커니즘 구현을 통해 단축된 빠른 응답시간 내에서 신속성을 생명으로 하는 정보시스템 본래의 목표실현이 가능하기 때문이다. 네트워크를 활용하는 정보시스템에서 최종적인 목표는 요구되는 시간내에 목적하는 성능을 확보하는 것이다. 이를 위해서 정보시스템 네트워크 응답시간 측정방법을 연구개발 하므로서 단축된 응답시간 보증방법 개발이 가능해진다. 본 논문에서는 latency 테스트 결과를 참조하는 인프라시스템에서 응답시간 측정 방법론을 제안한다. 본 연구에서 제안한 방법론을 통해 체계적인 측정환경을 설계하여 응답시간 측정이 가능함이 입증되었고 응답시간측정 메카니즘을 통해서 개선된 네트워킹 기능과 정보시스템 기능을 위한 효율성제고 방법론 개발이 가능함을 보여주고 있다.

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Seismic response of soil-structure interaction using the support vector regression

  • Mirhosseini, Ramin Tabatabaei
    • Structural Engineering and Mechanics
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    • 제63권1호
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    • pp.115-124
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    • 2017
  • In this paper, a different technique to predict the effects of soil-structure interaction (SSI) on seismic response of building systems is investigated. The technique use a machine learning algorithm called Support Vector Regression (SVR) with technical and analytical results as input features. Normally, the effects of SSI on seismic response of existing building systems can be identified by different types of large data sets. Therefore, predicting and estimating the seismic response of building is a difficult task. It is possible to approximate a real valued function of the seismic response and make accurate investing choices regarding the design of building system and reduce the risk involved, by giving the right experimental and/or numerical data to a machine learning regression, such as SVR. The seismic response of both single-degree-of-freedom system and six-storey RC frame which can be represent of a broad range of existing structures, is estimated using proposed SVR model, while allowing flexibility of the soil-foundation system and SSI effects. The seismic response of both single-degree-of-freedom system and six-storey RC frame which can be represent of a broad range of existing structures, is estimated using proposed SVR model, while allowing flexibility of the soil-foundation system and SSI effects. The results show that the performance of the technique can be predicted by reducing the number of real data input features. Further, performance enhancement was achieved by optimizing the RBF kernel and SVR parameters through grid search.

스펙트럼 적합 입력지반운동에 의한 면진구조의 응답 특성 (Response of Base Isolation System Subjected to Spectrum Matched Input Ground Motions)

  • 김정한;김민규;최인길
    • 한국지진공학회논문집
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    • 제17권2호
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    • pp.89-95
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    • 2013
  • Structures in a nuclear power system are designed to be elastic even under an earthquake excitation. However a structural component such as an isolator shows inelastic behavior inherently. For the seismic assessment of nonlinear structures, response history analysis should be performed. In this study, the response of base isolation system was analyzed by response history analysis for the seismic performance assessment. Firstly, several seismic assessment criteria for a nuclear power plant structure were reviewed for the nonlinear response history analysis. Based on these criteria, the spectrum matched ground motion generation method modifying a seed earthquake ground motion time history was adjusted. Using these spectrum matched accelerograms, the distribution of displacement responses of the simplified base isolation system was evaluated. The resulting seismic responses excited by the modified ground motion time histories and the synthesized time history generated by stochastic approach were compared. And the response analysis of the base isolation system considering the different intensities in each orthogonal direction was performed.

The Design of an Optimal Demand Response Controller Under Real Time Electricity Pricing

  • Jin, Young Gyu;Choi, Tae-Seop;Park, Sung Chan;Yoon, Yong Tae
    • Journal of Electrical Engineering and Technology
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    • 제8권3호
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    • pp.436-445
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    • 2013
  • The use of a demand response controller is necessary for electric devices to effectively respond to time varying price signals and to achieve the benefits of cost reduction. This paper describes a new formulation with the form of constrained optimization for designing an optimal demand response controller. It is demonstrated that constrained optimization is a better approach for the demand response controller, in terms of the ambiguity of device operation and the practicality of implementation of the optimal control law. This paper also proposes a design scheme to construct a demand response controller that is useful when a system controller is already adapted or optimized for the system. The design separates the demand response function from the original system control function while leaving the system control law unchanged. The proposed formulation is simulated and compared to the system with simple dynamics. The effects of the constraints, the system characteristics and the electricity price are examined further.

변동요금제 기반의 DR 프로그램 운영 방안 연구 (Study on Implementing Dynamic Pricing to Demand Response System)

  • 유인협
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2009년도 제40회 하계학술대회
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    • pp.541_542
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    • 2009
  • This paper reviews the definition and background of dynamic pricing which is the essential element of demand response system. Also, economic efficiency and related issues on dynamic pricing are studied. Several issues on design and operation of demand response system, which can implement the dynamic pricing, are described. Therefore the results will be helpful for developing the demand response system with dynamic pricing.

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진동-음향 연성계의 모드특성에 대한 연구 (A Study on the Modal Characteristics of the Vibration-Acoustic Coupled System)

  • 김석현
    • 산업기술연구
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    • 제16권
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    • pp.239-245
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    • 1996
  • Modal parameters determine the frequency response characteristics of vibration system or acoustic system. When the two systems are fully coupled, however, coupling changes the vibrational and acoustic model parameters into those of the coupled system. In this case, it is very difficult to obtain the modified model parameters and response characteristics. In this paper, coupling effect is analytically investigated on the natural frequency, mode and frequency response characteristics. The result can be applied to understand and to design the frequency response characteristics of the vehicle passenger compartment.

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아웃리거 댐퍼시스템의 감쇠와 강성 변화에 따른 지진응답제어 성능평가 (Performance Evaluation of Seismic Response Control of Outrigger Damper System with Variation of Damping and Stiffness)

  • 이령경;김수진;이영락;김현수;강주원
    • 한국공간구조학회논문집
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    • 제16권3호
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    • pp.107-115
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    • 2016
  • In recent years, an outrigger damper system has been proposed to reduce dynamic responses of tall buildings. However, a study on outrigger damper system is still in its early stages. In this study, time history analysis was performed to investigate the dynamic response control performance of outrigger damper. To do this, a actual scale 3-dimensional tall building model with outrigger damper system has been developed. El Centro earthquake was applied as an earthquake excitation. The control performance of the outrigger damper system was evaluated by varying stiffness and damping values. Analysis results, on the top floor displacement response to the earthquake load, was greatly effected by damping value. And acceleration response greatly was effected by stiffness value of damper system. Therefore, it is necessary to select that proper stiffness and damping values of the outrigger damper system.

건물기초의 절연이 내부수중구조물의 지진응답에 미치는 영향 (Influence of Building Base-Isolation on Seismic Response of Submerged Internal Systems)

  • 신태명
    • 전산구조공학
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    • 제9권3호
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    • pp.125-134
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    • 1996
  • 건물기초를 지진절연하면 건물뿐만 아니라 그 내부구조물의 지진응답도 크게 감소한다는 사실이 많은 연구를 통해 확인되어 왔다. 그런데 이러한 내부구조물이 유체내에 잠기고 부가질량효과가 크게 작용되는 조건에 놓이는 경우 오히려 지진응답이 증가할 수 있다. 본 논문은 건물 내 수중구조물의 지진해석을 통해 그러한 예를 제시하고자 한다. 해석결과 지진절연된 건물의 경우 이러한 내부 수중구조물의 지진응답이 상당히 증가할 수 있기 때문에 이에 대한 조치가 필요함을 보였고, 적절한 설계에 의하여 부가질량효과를 조절함으로써 어느정도 응답을 줄일 수 있다는 사실을 알 수 있었다.

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The Study of Simulation Exercise System of Marine Oil Spill Crisis Response Based on GIS

  • Yancheng, Liu;Peihai, Yin;Dianli, Zhao;Caiqin, Sun
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2004년도 Asia Navigation Conference
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    • pp.194-199
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    • 2004
  • The paper does researches and analysis on the process of marine oil spill crisis response (MOSCR), and develops the marine oil spill crisis response simulation exercise system. The system developed by this paper is composed of four subsystems, including the training system of MOSCR, the geographical information system of MOSCR, the marine oil spill control and cleanup decision-making expert system, and the computer simulation exercise system. The paper builds up the applied model system of MOSCR. The system takes the marine oil spill crisis response geographical information system as the platform, which integrates all aspects of MOSCR. This system can offer an oil spill scene to the trainees and simulate the whole process of MOSCR on the interface of GIS.

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