• 제목/요약/키워드: cycle-based evaluation

검색결과 571건 처리시간 0.035초

현장 잔존긴장력 평가를 통한 리프트오프 시험 방법 개선 (Improvement of Lift-off Tests via Field Evaluation of Residual Load in Ground Anchor)

  • 송민권;박성열;이상래;조완제
    • 한국지반공학회논문집
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    • 제35권5호
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    • pp.43-51
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    • 2019
  • 현재 국내에서는 비탈면의 안정성 확보를 위해 그라운드 앵커공법을 적용하고 있다. 그라운드 앵커는 시간이 지남에 따라 노후화 및 환경적 영향에 의한 부식, 릴렉세이션, 크립 등으로 긴장력 감소현상이 발생하며, 이로 인해 앵커의 긴장력은 설계앵커력 이하로 감소할 가능성을 내포하고 있다. 이에 국내에서는 정기적인 점검 시 또는 이상 징후가 발생한 앵커를 대상으로 리프트오프 시험을 수행하여 앵커의 잔존긴장력을 확인하고 있으나, 현재 국내 리프트오프 시험기준(국토해양부, 2010)은 수행 및 평가방법이 자세히 명시되어 있지 않은 실정이다. 이에 본 연구에서는 선행연구들을 바탕으로 하중 재하 제하 사이클, 하중 증분방법, 긴장재 긴장 방법 등을 고려하여 리프트오프 시험을 수행하였으며 현장에서의 시공성과 시간적 제한을 고려하여 효율적인 리프트오프 시험 및 평가방법 개선안을 제시하였다.

궤도 유지보수 주기 예측을 위한 구간 특성에 따른 궤도틀림 표준편차 진전정도 분석 (Study for Progress Rate of Standard Deviation of Irregularity Based on Track Properties for the Railway Track Maintenance Cycle Analysis)

  • 정민철;김정훈;이지하;강윤석;공정식
    • 한국구조물진단유지관리공학회 논문집
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    • 제16권3호
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    • pp.31-40
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    • 2012
  • 궤도틀림은 열차의 주행안전 및 승차감에 미치는 영향이 크고, 소음 진동의 주요원인으로 작용한다. 따라서 현장에서 발생하는 궤도의 틀림을 체계적으로 분석함으로써 이를 저감할 수 있도록 차량운행 조건과 선로선형 및 궤도구조를 설계하는 것은 중요한 과제이다. 현재 국내에서 EM-120에 의해 검측된 틀림 데이터는 매우 불규칙적인 형태를 나타내며 데이터 분석 시 다양한 문제점을 가지고 있다. 본 연구에서는 궤도의 효율적인 유지관리를 위해 검측된 틀림데이터의 효율적인 처리 기법을 개발하고, 정제된 데이터를 이용해 선로를 구성하고 있는 이음매, 도상, 노반, 체결구 등의 요소를 고려하여 레일 궤도 틀림의 진전 정도를 정량화 하였다. 또한 축적된 검측 데이터로부터 궤도의 건전도를 평가할 수 있는 방법을 정립하고 잔존수명을 예측하여 효율적 유지관리를 실현하기 위하여 검측 데이터의 확률론적 수명 산정 기법 개발 및 데이터를 이용한 구간 특성에 따른 궤도틀림 표준편차의 틀림 진전 정도에 대한 통계 및 확률적 분석을 수행하였다.

무선 센서 네트워크에서 에너지 효율성과 지연 감소를 위한 다중 채널 파리프라인 기법 (Multi-Channel Pipelining for Energy Efficiency and Delay Reduction in Wireless Sensor Network)

  • 이요한;김대영
    • 전자공학회논문지
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    • 제51권11호
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    • pp.11-18
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    • 2014
  • 무선 센서 네트워크에서 다중 흐름들 (multiple flows) 이 동시에 발생하여 sink 노드로 전달되는 과정에서 기존의 duty cycling 기반의 단일 채널 센서 네트워크 MAC 프로토콜들은 경쟁 (contention) 과 충돌 (collision) 로 인한 심각한 성능 저하를 보인다. 본 논문에서는 이러한 문제점을 해결하기 위해서 다중 채널을 활용하는 Multi-Channel Pipelining (MCP) 기법을 제안한다. 본 논문은 종단 간 지연시간 (end-to-end latency) 을 최소화하기 위해서 다중 홉 상에 노드들의 wake-up 스케줄에 시차를 두는 SDPS (Staggered Dynamic Phase Shift) 알고리즘과 에너지 효율성을 최적화하기 위한 PLI (Phase-Locking Identification) 알고리즘을 제안한다. 이러한 방법을 바탕으로 다중 흐름들은 다중 채널에서 동적으로 파이프라인 (pipeline) 되어 처리됨으로써 성능이 향상된다. Qualnet 시뮬레이션을 통해 본 논문에서 제안하는 MCP 기법이 기존의 센서 네트워크 MAC 프로토콜들 보다 듀티 사이클 (duty cycle), 종단 간 지연시간, 패킷 전달율 (packet delivery ratio), 통합 처리량(aggregate throughput) 관점에서 성능을 향상시킴을 보였다. 또한, MCP 의 듀티 사이클과 종단 간 지연시간을 위한 분석 모델을 제안하고 시뮬레이션을 통해 검증하였다.

EVALUATION AND TEST OF A CRACK INITIATION FOR A 316 SS CYLINDRICAL Y-JUNCTION STRUCTURE IN A LIQUID METAL REACTOR

  • Park, Chang-Gyu;Kim, Jong-Bum;Lee, Jae-Han
    • Nuclear Engineering and Technology
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    • 제38권3호
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    • pp.293-300
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    • 2006
  • A liquid metal reactor (LMR) operated at high temperatures is subjected to both cyclic mechanical loading and thermal loading; thus, creep-fatigue is a major concern to be addressed with regard to maintaining structural integrity. The Korea Advanced Liquid Metal Reactor (KALIMER), which has a normal operating temperature of $545^{\circ}C$ and a total service life time of 60 years, is composed of various cylindrical structures, such as the reactor vessel and the reactor baffle. This study focuses on the creepfatigue crack initiation for a cylindrical Y-junction structure made of 316 stainless steel (SS), which is subjected to cyclic axial tensile loading and thermal loading at a high-temperature hold time of $545^{\circ}C$. The evaluation of the considered creep-fatigue crack initiation was carried out utilizing the ${\sigma}_d$ approach of the RCC-MR A16 guide, which is the high-temperature defect assessment procedure. This procedure is based on the total accumulated strain during the service time. To confirm the evaluated result, a high-temperature creep-fatigue structural test was performed. The test model had a circumferential through wall defect at the center of the model. The defect front of the test model was investigated after the $100^{th}$ cycle of the testing by utilizing a metallurgical inspection technique with an optical microscope, after which the test result was compared with the evaluation result. This study shows how creep-fatigue crack initiation for a high-temperature structure can be predicted with conservatism per the RCC-MR A16 guide.

착륙장치 피로 시험평가 (Fatigue Test and Evaluation of Landing Gear)

  • 이상욱;이승규;신정우;김태욱;김성찬;황인희;이제동
    • 대한기계학회논문집A
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    • 제36권10호
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    • pp.1181-1187
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    • 2012
  • 항공기 착륙장치의 피로설계에는 안전수명 방법이 적용된다. 즉, 균열이나 유해한 변형과 같은 구조적 결함이 항공기 운용수명 기간을 모사하는 피로 하중 스펙트럼 조건에서 발생하지 않아야 한다. 일반적으로 항공기 착륙장치는 고주기 피로 환경에 노출되므로, 설계 단계에서 착륙장치의 피로 수명은 응력 기반의 해석을 통해 예측한다. 이를 위해 재료의 분산(Scatter) 및 표면처리 특성 등을 고려한 설계 S-N 선도를 구성하여 해석에 사용한다. 시험평가 단계에서는 실물 착륙장치에 대한 피로시험을 통해 피로설계 요구조건 충족 여부를 최종 검증한다. 본 논문에서는 항공기 착륙장치의 피로수명 해석 및 시험절차를 실제 적용 사례를 통해 제시하였다.

발전시설물의 자산관리체계 구축을 위한 전산시스템 개발 (An Analysis on the Current Status of Maintenance System for Introducing the Asset Management System of Power Generation Companies)

  • 박정권;윤형석;김창학
    • 한국건설관리학회논문집
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    • 제22권4호
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    • pp.41-49
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    • 2021
  • 국내의 유지관리 전략이 안정성 중심에서 성능중심으로 변화하고 있고, 그 기준에 맞추어 관련 제도와 법이 정비되고 있다. 성능평가에 기반한 자산관리를 도입하기 위해서는 구조물의 특성에 맞추어 성능을 평가할 수 있는 성능척도, 서비스수준 설정 등 관련 평가방법이 구체화하여야 하나 국내에서는 이러한 것들이 아직 구체화하지 못하고 있다. 본 연구에서는 기존의 유지관리 절차와 연계해서 성능평가, 생애주기 비용분석, 성능척도, 서비스수준 등 자산관리를 하기 위한 전산화 모델을 제시한다. 자산관리 모델을 수립하기 위해 유지관리 및 안전진단 등에 필요한 매뉴얼, 업무절차, 전문가의 인터뷰 등을 실시하고 자료를 분석하였다. 본 시스템은 3개 모듈로 구성하여 기존의 유지관리, 안전관리, 자산관리를 별개로 운영할 수 있도록 하였다. 본 시스템은 향후 자산관리를 도입하기 위한 공공기관의 참고자료로 활용될 수 있도록 구성하였다.

Estimation of GHG emissions and footprint from Daecheong Reservoir using G-res Tool

  • Min, Kyeongseo;Kim, Dongmin;Chung, Sewoong
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2022년도 학술발표회
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    • pp.209-209
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    • 2022
  • Reservoirs play a key role in the carbon cycle between terrestrial and marine systems and are pathways that release greenhouse gases(GHGs), CO2, CH4, and N2O, into the atmosphere by decomposing organic matters. Developed countries have been actively conducting research on carbon emission assessment of dam reservoirs for over 10 years under the leadership of UNESCO/IHA, but associated research is very rare in Korea. In particular, the GHGs footprint evaluation, which calculates the change in net carbon emission considering the watershed environment between pre- and post- impoundment, is very important in evaluating the carbon emission of hydroelectric dams. The objective of this study was to estimate the GHG emissions and footprints in Daecheong Reservoir using the G-res Tool, an online platform developed by UNESCO/IHA. The G-res Tool estimates CO2 and CH4 emissions in consideration of diverse pathway fluxes of GHGs from the reservoir and characterizes changes in GHG fluxes over 100 years based on the expected lifetime of the dam. The input required to use the G-res Tool include data related to watersheds, reservoirs, and dams, and most were collected through the government's public portal. As a result of the study, the GHG footprint of Daecheong Reservoir was estimated to be 93 gCO2eq/m2/yr, which is similar to that of other reservoirs around the world in the same climate zone. After impoundment, the CH4 diffusion emission from the reservoir was 73 gCO2eq/m2/yr, also similar to those of the overseas reservoirs, but the CH4 bubbling emission, degassing emission, and CO2 diffusion emissions were 44, 34, 252 gCO2eq/m2/yr, respectively, showing a rather high tendency. Since the dam reservoir carbon footprint evaluation is essential for the Clean Development Mechanism evaluation of hydroelectric power generation, continuous research is needed in the future. In particular, experimental studies that can replace the emission factors obtained from the overseas dam reservoirs currently used in the G-res Tool should be promoted.

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Evaluation of Validity and Reliability of Inertial Measurement Unit-Based Gait Analysis Systems

  • Cho, Young-Shin;Jang, Seong-Ho;Cho, Jae-Sung;Kim, Mi-Jung;Lee, Hyeok Dong;Lee, Sung Young;Moon, Sang-Bok
    • Annals of Rehabilitation Medicine
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    • 제42권6호
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    • pp.872-883
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    • 2018
  • Objective To replace camera-based three-dimensional motion analyzers which are widely used to analyze body movements and gait but are also costly and require a large dedicated space, this study evaluates the validity and reliability of inertial measurement unit (IMU)-based systems by analyzing their spatio-temporal and kinematic measurement parameters. Methods The investigation was conducted in three separate hospitals with three healthy participants. IMUs were attached to the abdomen as well as the thigh, shank, and foot of both legs of each participant. Each participant then completed a 10-m gait course 10 times. During each gait cycle, the hips, knees, and ankle joints were observed from the sagittal, frontal, and transverse planes. The experiments were conducted with both a camera-based system and an IMU-based system. The measured gait analysis data were evaluated for validity and reliability using root mean square error (RMSE) and intraclass correlation coefficient (ICC) analyses. Results The differences between the RMSE values of the two systems determined through kinematic parameters ranged from a minimum of 1.83 to a maximum of 3.98 with a tolerance close to 1%. The results of this study also confirmed the reliability of the IMU-based system, and all of the variables showed a statistically high ICC. Conclusion These results confirmed that IMU-based systems can reliably replace camera-based systems for clinical body motion and gait analyses.

PRELIMINARY STUDY REGARDING A DB CONSTRUCTION PLAN TO SUPPORT PERFORMANCE TECHNICAL A REMODELING ELEMENT TO BIM

  • Yong-Hyun Lee;Jong-soon Park;Jong-Sik Lee;Jae-Sauk Lee;Jae-Youl Chun
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.1300-1306
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    • 2009
  • If a brief direction and plan for a remodeling project are decided, it may moves to a concrete design step of which to select the most suitable alternative out of applicable compounding devices to reveal dynamic drifting performance. However, the volume of knowledge baseed utility which can refer to systematic evaluation regarding remodeling element technology and the accumulation of realistic cases are not only sufficient, but also short including its system for expression and consistency. Therefore, it may necessary to deliver the main frame which make enables the Owner, designer and builder to get performance technology for applying advanced remodeling element and knowledge based utility. There is a necessity to provide an information with latest made by virtue of modeling in the 3D/4D based on construction-based knowledge etc. which we can use for life cycle of a project, as a prominent way of knowledge based utility. Then, it is sure that remodeling can become more activative by sharing of knowledge based utility formed in electronic 3D/4D which is a systematic and expressed consistently to a performance and applicability in preservation of savings. It is expected for modeling of the 3D/4D in knowledge based utility enables to verify the practicability of each technology on effective application, and the use of technology might be spread widely due its obvious and oriented expressions. Further, this knowledge based utility formed in electronic 3D/4D may applicable for VE process in addition to remodeling design fields.

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전지구 강수관측위성 기반 격자형 강우자료를 활용한 2022년 국내 가뭄 분석 (Quantifying the 2022 Extreme Drought Using Global Grid-Based Satellite Rainfall Products)

  • 문영식;남원호;전민기;이광야;도종원
    • 한국농공학회논문집
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    • 제66권4호
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    • pp.41-50
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    • 2024
  • Precipitation is an important component of the hydrological cycle and a key input parameter for many applications in hydrology, climatology, meteorology, and weather forecasting research. Grid-based satellite rainfall products with wide spatial coverage and easy accessibility are well recognized as a supplement to ground-based observations for various hydrological applications. The error properties of satellite rainfall products vary as a function of rainfall intensity, climate region, altitude, and land surface conditions. Therefore, this study aims to evaluate the commonly used new global grid-based satellite rainfall product, Climate Hazards Group InfraRed Precipitation with Station data (CHIRPS), using data collected at different spatial and temporal scales. Additionally, in this study, grid-based CHIRPS satellite precipitation data were used to evaluate the 2022 extreme drought. CHIRPS provides high-resolution precipitation data at 5 km and offers reliable global data through the correction of ground-based observations. A frequency analysis was performed to determine the precipitation deficit in 2022. As a result of comparing droughts in 2015, 2017, and 2022, it was found that May 2022 had a drought frequency of more than 500 years. The 1-month SPI in May 2022 indicated a severe drought with an average value of -1.8, while the 3-month SPI showed a moderate drought with an average value of 0.6. The extreme drought experienced in South Korea in 2022 was evident in the 1-month SPI. Both CHIRPS precipitation data and observations from weather stations depicted similar trends. Based on these results, it is concluded that CHIRPS can be used as fundamental data for drought evaluation and monitoring in unmeasured areas of precipitation.