• 제목/요약/키워드: Capacity Design

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홍수시 얕은기초의 세굴위험도 평가 사례연구 (A Case Study of Scour Vulnerability Evaluation for Shallow Foundations during Floods)

  • 박재현;이주형;정문경;곽기석
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2008년도 정기총회 및 학술발표대회
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    • pp.59-62
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    • 2008
  • Scour vulnerability evaluation for shallow foundations was performed to assure bridge safety against scour in the national capital region. The case studies for 26 shallow foundations consisted of site investigation including boring test, bridge scour analysis for the design flood, bearing capacity evaluation of the bridge foundation before and after scour, and comprehensive evaluation of bridge scour vulnerability. Bridge scour vulnerability was determined based on the interdisciplinary concept considering predicted scour depth for the design floods and bearing capacity of foundation as well as dimensions of foundation. Nine of 26 shallow foundations showed the potential future vulnerability to scour with significant decrease in the bearing capacity of foundations due to scour and the remaining 17 were expected to maintain their stability against scour.

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비균열·무근콘크리트의 단일앵커 전단내력 평가 (Shear Strength of Single Anchors in Uncracked and Unreinforced Concrete)

  • 김성용;김규석
    • 한국구조물진단유지관리공학회 논문집
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    • 제7권4호
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    • pp.171-181
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    • 2003
  • 비균열 무근 콘크리트에 매입된 단일앵커는 연단거리와 콘크리트 강도에 따라 콘크리트 단부파괴, 콘크리트 부서짐파괴, 앵커파괴가 발생한다. 본 연구에서는 연단거리와 콘크리트 강도에 따라 콘크리트 단부파괴, 콘크리트 부서짐파괴, 앵커파괴 발생시 단일앵커의 전단내력평가를 목적으로 한다. 이를 위하여 ACI 318-02와 EOTA 기준의 근거인 CCD (Concrete Capacity Design) 방법과 기존의 앵커 설계기준인 ACI 349-90(45-Degree Cone Method)에 의한 예측값과 실험값을 서로 비교 평가하였다.

비선형 해석을 위한 에너지 소산 산정법의 활용 (Application of Energy Dissipation Capacity for Nonlinear Analysis)

  • 임혜정;박홍근;엄태성
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2003년도 추계 학술발표회논문집
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    • pp.172-179
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    • 2003
  • In the performance based seismic design method such as the capacity spectrum method, it is required to estimate precisely strength, deformability and energy dissipation of the member. However it merely depends on empirical equations which are not exact in the estimation of energy dissipation capacity. It is same to the generously used computer programs for nonlinear analysis such as DRAIN-2DX. On the other hand, simple equations for evaluating energy dissipation were developed in a recent study, In this paper, based on the evaluation method, a new cyclic behavior model for a flexure-dominated RC member is proposed. Although this model is simplified, it can accurately reflect the variation of energy dissipation capacity with design parameters. Using this model, a program for the nonlinear static/dynamic analysis of RC moment frame structures is also developed.

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한국형 인명안전기준 개발을 위한 피난용량 산정에 관한 연구 (An Investigation Study on the Evacuation Capacity Computation for the Development of Korea Life Safety Code)

  • 구인혁;김혜원;진승현;이병흔;권영진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 가을 학술논문 발표대회
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    • pp.65-66
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    • 2020
  • When evacuation safety Design of buildings, the calculation of evacuation capacity is the most important factor that it directly impact of evacuation safety performance. However domestic standards is not consider about occupant characteristics. also the case of domestic, it has the problem that the law is partially applied when the fire safety design of buildings. Therefore, in this study we anlayze the evacuation capacity standards of each countries as basic study for development the Korean Life Safety Standards

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전력산업용 PV System의 각 용량별 설계 파라미터 도출에 관한 연구 (Study on the Elicitation of Parameter in Designing each Capacity of PV System for Power Industry)

  • 김병만;이길송;양연원;신현우;김의환
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2010년도 춘계학술대회 초록집
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    • pp.78.1-78.1
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    • 2010
  • Recently, as much supplied with new-renewable energy, as much invested in PV system. PV system consists of PV module, PCS and Monitering system, and also could be classified into the type and the capacity by installation method and cost etc. When various systems are installed in the field, it is needed to research for applying in the field and establish infrastructure in order to ensure stable efficiency and reliability. In this study, as the basic design of the demonstration test facility, it is designed the basic PV systems for each capacity to test each PCS. In addition, It is drew the climatic conditions such as insolation, temperature and the design parameters such as installation angle, shades for the local demonstration project and expected the generation of each PV system.

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가위형버킷의 운동해석 및 원료 불출능력 향상 방안 (Motion Analysis of Scissors Type Bucket and Schemes for Improving Ore Scooping Performance)

  • 박상덕;강민성;원대희;김태주
    • 대한기계학회논문집A
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    • 제28권12호
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    • pp.1886-1896
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    • 2004
  • Various types of buckets are used as unloading facilities for raw material at unloading wharfs. Scissors type buckets, among them, has been being used widely because of their short cycle time and structural simplicity. However, the scooping capacity, especially for hardened remainder ore, of some buckets are unsatisfactory because of poor design concept of the buckets. In this study, the effects of the design parameters on the scooping performance of the buckets are investigated under kinematic and dynamic analysis. Further, the schemes and design guidelines for designing new scissors type buckets are also presented to improve ore scooping capacity for hardened remainder ore.

열환경챔버의 냉방 시뮬레이션 프로그램 개발에 관한 연구 (A Study on the Development of Cooling Simulation Program for Thermal Environmental Chamber)

  • 이한홍
    • 한국생산제조학회지
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    • 제8권5호
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    • pp.108-114
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    • 1999
  • The thermal environmental chamber has been using in maintaining weather condition keeping thermal capacity under heating and cooling load fluctuation and for the performance testing of cooling system or air-conditioner on artificial envi-ronment. In ordder to make the various environmental conditions in the thermal environmental chamber the proper cooling system is necessary to eliminate the heating load produced inside the chamber and to maintain the designed environmental condition. For this reason the optimal design of cooling system and the prediction of performance is also required. This paper describes the prediction of performance of cooling system in the thermal environmental chamber with the capacity of 37,000kcal/hr which is developed for the test of performance in heating mode of heat pump system, In the results this paper is trying to develop simulation program on the base of mathematical models and which can be applied effectively to the optimal design of cooling system and prediction of performance to the inside and outside change of envi-ronmetal load.

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Lithium-ion Stationary Battery Capacity Sizing Formula for the Establishment of Industrial Design Standard

  • Chang, Choong-koo;Sulley, Mumuni
    • Journal of Electrical Engineering and Technology
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    • 제13권6호
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    • pp.2561-2567
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    • 2018
  • The extension of DC battery backup time in the DC power supply system of nuclear power plants (NPPs) remains a challenge. The lead-acid battery is the most popular at present. And it is generally the most popular energy storage device. However, extension of backup time requires too much space. The lithium-ion battery has high energy density and advanced gravimetric and volumetric properties. The aim of this paper is development of the sizing formula of stationary lithium-ion batteries. The ongoing research activities and related industrial standards for stationary lithium-ion batteries are reviewed. Then, the lithium-ion battery sizing calculation formular is proposed for the establishment of industrial design standard which is essential for the design of stationary batteries of nuclear power plants. An example of calculating the lithium-ion battery capacity for a medium voltage UPS is presented.

교량기초의 지지력확인 시험 결과에 따른 건설비 절감사례 (Test results confirm the bridge foundation bearing capacity due to construction costs case)

  • 이수곤;우재경
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.1065-1072
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    • 2010
  • Case studies published in Korea versus the low ground fault is applied on the bridge based on theory or experience in the design of pile bearing capacity by the value of the expression is designed to conduct field tests Disclosure Load bearing capacity value, the result of applying a reasonable construction cost savings of approximately 10 eokyeowon Has, in the design of site investigation was insufficient to require additional efforts. Apply the appropriate value from the extra support in the design of accurate ground survey and air speed to cut the budget and social technology can ensure the reliability was unknown.

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연약점토지반 Piled-Raft 기초의 김해지역에서의 적용성 (Piled-Raft Foundation on Soft Clay in Gimhae Area)

  • 서영교
    • 한국해양공학회지
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    • 제18권3호
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    • pp.20-25
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    • 2004
  • For the structural foundation above the soft clay layer conditions, the design charts are first presented for the evaluation of both bearing capacity and total settlement in the basic raft foundation system. wad settlement relationship curves are used to evaluate the ultimate soil bearing capacity. The total settlement is evaluated by applying various traditional factors into the ultimate bearing capacity. Then, the parametric studies are carried out for the piled-raft foundation system. In the numerical analysis, the elasto-pastic finite element model(Mohr-Coulomb model) is used to present the foundation response and design charts, which enable the determination of the raft size and pile length and spacing.