• 제목/요약/키워드: capacity of support

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수치해석에 의한 터널 복공의 역학적 거동 및 균열 특성에 관한 연구 (On Mechanical Behavior and Cracking Characteristics of Tunnel Lining by Numerical Analysis)

  • 이대혁;김재순;이희근;김성운
    • 터널과지하공간
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    • 제8권2호
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    • pp.146-156
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    • 1998
  • Nemerical algorithms were developed to analyze the behavior of the double lining as well as ground mass separately or simultaneously. A lining interface element was especially developed, verified and applied to the study on the coupled interaction of shotcrete and the concrete lining. It could be known fro parameter studys on double lining support systems that as the contact surface between shotcrete and concrete lining was rougher, the more decreased bearing capacity against the cracking of the system. If the thickness of the shotcrete increased, the bearing capacity of the double lining also increased linearly with the thickness. If the thickness of the concrete lining increased, the bearing capacity of the double lining had the relationship of the characteristic S-shape of a sigmoid function with the thickness. When the thickness increased over a given value, it was not useful to increase more the thickness because bearing capacity had no remarkable change. It could be concluded that the behavior of the shotcrete and concrete lining was generally reversed before and after the ratio of horizontal to vertical earth preassure of 1.0 and 0.5 respectively. Therefore, we could guess that the movement which two shotcrete and concrete lining deflect toward each other around the crown caused a friction between two linings and thus this disadvantageous effect could contribute to reducing the bearing capacity against the cracking.

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Residual strength capacity of fire-exposed circular concrete-filled steel tube stub columns

  • Alhatmey, Ihssan A.;Ekmekyapar, Talha;Alrebeh, Salih K.
    • Advances in concrete construction
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    • 제6권5호
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    • pp.485-507
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    • 2018
  • Concrete-Filled Steel Tube (CFST) columns are an increasingly popular means to support great compressive loads in buildings. The residual strength capacity of CFST stub columns may be utilized to assess the potential damage caused by fire and calculate the structural fire protection for least post-fire repair. Ten specimens under room conditions and 10 specimens under fire exposure to the Eurocode smouldering slow-growth fire were tested to examine the effects of diameter to thickness D/t ratio and reinforcing bars on residual strength capacity, ductility and stiffness of CFST stub columns. On the other hand, in sixteen among the twenty specimens, three or six reinforcing bars were welded inside the steel tube. The longitudinal strains in the steel tube and load-displacement relationships were recorded throughout the subsequent compressive tests. Corresponding values of residual strength capacity calculated using AISC 360-10 and EC4 standards are presented for comparison purposes with the experimental results of this study. The test results showed that after exposure to $750^{\circ}C$, the residual strength capacity increased for all specimens, while the ductility and stiffness were slightly decreased. The comparison results showed that the predicted residual strength using EC4 were close to those obtained experimentally in this research.

Incorporating Resource Dynamics to Determine Generation Adequacy Levels in Restructured Bulk Power Systems

  • Felder, Frank A.
    • KIEE International Transactions on Power Engineering
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    • 제4A권2호
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    • pp.100-105
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    • 2004
  • Installed capacity markets in the northeast of the United States ensure that adequate generation exists to satisfy regional loss of load probability (LOLP) criterion. LOLP studies are conducted to determine the amount of capacity that is needed, but they do not consider several factors that substantially affect the calculated distribution of available capacity. These studies do not account for the fact that generation availability increases during periods of high demand and therefore prices, common-cause failures that result in multiple generation units being unavailable at the same time, and the negative correlation between load and available capacity due to temperature and humidity. A categorization of incidents in an existing bulk power reliability database is proposed to analyze the existence and frequency of independent failures and those associated with resource dynamics. Findings are augmented with other empirical findings. Monte Carlo methods are proposed to model these resource dynamics. Using the IEEE Reliability Test System as a single-bus case study, the LOLP results change substantially when these factors are considered. Better data collection is necessary to support the more comprehensive modeling of resource adequacy that is proposed. In addition, a parallel processing method is used to offset the increase in computational times required to model these dynamics.

LTE 무선 네트워크에서 Voice over IP 용량 분석 (Capacity Analysis of VoIP over LTE Network)

  • 반태원;정방철
    • 한국정보통신학회논문지
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    • 제16권11호
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    • pp.2405-2410
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    • 2012
  • 4세대 이동통신 시스템인 LTE에서는 음성 서비스를 제공하기 위한 코어 망이 존재하지 않으며, IP 기반의 패킷 코어망으로 통합되었다. 따라서, 음성 서비스를 제공하기 위해서는 VoIP 방식이 도입되어야 하지만, LTE 초기에는 서비스 커버리지의 불연속성 등으로 3세대 네트워크의 음성 서비스 코어망을 통하여 일시적으로 음성 서비스를 제공하게 된다. 그러나, 향후 LTE 네트워크가 본격적으로 확산될 경우 고품질 음성 서비스를 위하여 필연적으로 VoIP 방식으로의 전환이 불가피하다. 본 논문에서는, 향후 본격적으로 상용화가 예상되는 VoLTE 서비스의 용량을 분석한다. 분석 결과에 따르면, LTE에서는 채널 대역폭 증가 비율 대비 VoLTE 용량 증가 비율이 높음을 확인할 수 있었다. 또한, VoLTE 용량 감소 없이 제어 채널용 자원을 늘릴 수 있는 방안이 존재함을 확인하였다.

하수관거 통수능 검토를 통한 관거 개선방안 연구 (Sewerage rehabilitation strategy based on sewer capacity evaluation)

  • 류재나;오재일;오석호
    • 상하수도학회지
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    • 제23권1호
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    • pp.47-55
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    • 2009
  • Sewers are important national infrastructure and play an essential part by handling both wastewater and stormwater to minimise problems caused to human life and the environment. However, they can cause urban flooding when rainfall exceeds the system capacity. Sewer flooding is an unwelcome and increasingly frequent problem in many urban areas, and its frequency will increase over time with urbanisation and climate change. Under current standards, sewers are designed to drain stormwater generated by up to 10 year return period storms, but data suggests that many in practice have been experienced flooding with exceeding system capacity under increased storm events. A large number of studies has considered upgrading or increasing the design standard but there are still lack of information to propose a suitable return period with the corresponding system quantity to achieve. A methodology is required to suggest a proper level of standard within a suitable sewerage rehabilitation planning that can avoid the exceedance problem. This study aimed to develop a methodology to support effective sewer rehabilitation that could prevent urban flooding mainly resulted from the exceedance of existing storm sewer system capacity. Selected sewerage rehabilitation methods were examined under different storm return periods and compared to achieve the best value for money.

경상북도 일반고의 교육역량 제고를 위한 기본방향과 성공적인 정착방안 탐색 (The Study of Basic Direction and Successful Fixation Way for Enhancing Educational Capacity of General High School in Gyeongsangbuk-do)

  • 정일환
    • 비교교육연구
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    • 제24권3호
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    • pp.1-23
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    • 2014
  • 본 연구는 고교 다양화 및 특성화고 육성 정책으로 인해 상대적으로 불이익을 받고 있는 일반고의 교육역량 강화 필요성을 인식하고, 현재 일반고가 안고 있는 문제점 등을 진단하여 장 단기적인 관점에서 경상북도의 일반고 육성방안을 다각적으로 마련 제시하는 데 그 목적이 있다. 이를 위해 먼저, 박근혜정부의 교육정책기조와 경상북도 교육정책 방향, 경북지역 일반고 교육현황, 일반고 교육역량 강화방안의 주요 내용 등을 살펴보았다. 교육부의 일반고 교육역량 강화방안에 기초하여 제시된 경상북도 일반고 교육역량 제고의 주요 추진과제로는 (1) 진로별 맞춤형 교육과정 편성 운영의 자율성 확대, (2) 일반고 학생을 위한 진로직업 교육 확대, (3) 위기학생 지원 프로그램 강화, (4) 일반고 High-up 프로그램 지원 강화 등을 들 수 있다. 이와 같은 일반고 교육역량 강화를 위한 주요 추진과제들이 학교현장에서 성공적으로 정착 운영되기 위해서는 개별 일반고의 지역적 환경과 특성을 고려한 학교단위 책임경영제의 정착, 학교경영에 있어 총체적 질 관리 적용, 그리고 협동적 학교조직문화 형성이 구축되어야 할 것이다. 그리고 글로벌 민주시민 양성, 2009 개정 교육과정에서 추구하는 인간상, 그리고 경상북도교육청에서 제시하고 있는 '새로운 생각과 참된 마음을 지닌 인재'를 육성하기 위한, 즉 경상북도 일반고 교육역량 제고를 위한 구체적인 실천과제와 전략들도 제시하였다.

두 단계로 구성된 순환대기네트워크의 설계 (A Design Problem of a Two-Stage Cyclic Queueing Network)

  • 김성철
    • 한국경영과학회지
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    • 제31권1호
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    • pp.1-13
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    • 2006
  • In this paper we consider a design problem of a cyclic queueing network with two stages, each with a local buffer of limited capacity. Based on the theory of reversibility and product-form solution, we derive the throughput function of the network as a key performance measure to maximize. Two cases are considered. In case each stage consists of a single server, an optimal allocation policy of a given buffer capacity and work load between stages as well as the optimal number of customers is identified by exploiting the properties of the throughput function. In case each stage consists of multiple servers, the optimal policy developed for the single server case doesn't hold any more and an algorithm is developed to allocate with a small number of computations a given number of servers, buffer capacity as well as total work load and the total number of customers. The differences of the optimal policies between two cases and the implications of the results are also discussed. The results can be applied to support the design of certain manufacturing and computer/communication systems.

단백질 흡착성을 갖는 막 크로마토그래피용 재생 셀룰로오스 기반 음이온 교환 다공성 분리막의 제조 (Preparation of Protein Adsorptive Anion Exchange Membrane Based on Porous Regenerated Cellulose Support for Membrane Chromatography Application)

  • 서정현;이홍태;김태경;조영훈;오택근;박호식
    • 멤브레인
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    • 제32권5호
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    • pp.348-356
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    • 2022
  • 바이오산업의 발전으로 의약품, 식품 등의 생산 과정의 분리/정제 공정에 사용되어 왔던 기존의 컬럼 크로마토그래피를 대체하여 더 높은 처리효율을 갖는 막 크로마토그래피가 부상하고 있다. 본 연구에서는 서로 다른 기공 크기의 두 가지 상용 셀룰로오스 아세테이트(Cellulose acetate, CA) 분리막을 탈아세틸화 과정을 통해, 리간드의 개질이 용이한 다공성 재생 셀룰로오스 지지체를(Regenerated cellulose, RC) 제조하였다. 음이온 교환능을 부여하고자 grafting을 수행하였으며, 구체적으로는 UV 중합법을 통해 4차 암모늄을 포함하는 음이온 교환 리간드(MAPTAC)를 부착하여 음이온 교환용 흡착막을 제조하였다. 단백질 흡착 용량은 정적 흡착 용량(Static binding capacity, SBC)시험을 통해 총 단백질 흡착 용량을 측정했고, 동적 흡착 용량(Dynamic binding capacity, DBC)을 측정하여 상용막과 비교 평가하였다. 성능 평가 결과 단백질 흡착량은 넓은 표면적에 의해 리간드 밀도가 높은, 기공 크기가 작은 순서로 높게 측정되었고, 상용 CA분리막을 탈아세틸화하고 리간드를 부착시킨 분리막(RC 0.8 + MAPTAC 43.69 mg/ml, RC 3.0 + MAPTAC 36.33 mg/ml)이 상용 막 크로마토그래피 제품(28.38 mg/ml) 대비 높은 흡착 용량을 보였다.

Gravel Mat로 보강된 말뚝지지 전면기초의 실내모형실험 (Laboratory Test of Piled-Raft Foundation Improved by Gravel Mat)

  • 서영교;이정훈
    • 한국해양공학회지
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    • 제25권2호
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    • pp.47-54
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    • 2011
  • A piled raft foundation is one of the systems used to reduce the settlement of structures. However, the general design method for a piled raft foundation system assumes that the piles only support external loads, which exclude the bearing capacity of the raft itself. In this study, an experimental model test was performed to evaluate the raft capacity for the external load on the sand. Additionally, a part of the sandy ground under the raft was replaced with a gravel mat to reinforce the piled raft foundation system and increase the bearing capacity. Then, parametric studies of the reinforced ground were performed to determine the displacement and load-sharing ratio of the piled raft foundation system.

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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