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Cable Tension Force Management Using Vibration Method at Cable Stayed Bridge Construction Stages (진동법을 이용한 사장교 시공단계별 케이블 장력관리)

  • Park, Yeon-Soo;Cheon, Dong-Ho;Cheon, Yang-Bae;Kang, Kyoung-Koo
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.4
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    • pp.127-134
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    • 2005
  • Design and construction of long-span bridge are recently increasing by development of computer technology. Specially, cable stayed bridge and suspension bridge having cable component are representative of long-span bridge may do. Therefore, this paper a present a methodology for cable tension force monitoring in cable-stayed bridge under construction using acceleration data acquired by the vibration method. To improve accuracy construction, all stay cables are measured, according to 4-step construction stage and change of temperature.

A Comparison of Survival Distributions with Unequal Censoring Distributions (이질적인 중도절단분포 하에서 생존분포의 동일성 검정법 비교연구)

  • Song, Sujeong;Lee, Jae Won
    • The Korean Journal of Applied Statistics
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    • v.27 no.1
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    • pp.1-11
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    • 2014
  • The Weighted Logrank test and its special case, Logrank test are widely used to compare survival distributions; however, these methods are inappropriate when the sample size is small or censoring distributions are not equal since they use test statistics from approximate distributions. A permutation test can be an alternative for small sample cases; however, this should be used only when censoring distributions are equal. To handle cases with small sample size and unequal censoring distributions, the permutation-imputation method was developed to compare two survival distributions. In this paper, approximate method, permutation method and permutation-imputation method were compared using a Logrank test and Prentice-Wilcoxon test for three or more survival distributions comparison.

Comparison of Daily Rainfall Interpolation Techniques and Development of Two Step Technique for Rainfall-Runoff Modeling (강우-유출 모형 적용을 위한 강우 내삽법 비교 및 2단계 일강우 내삽법의 개발)

  • Hwang, Yeon-Sang;Jung, Young-Hun;Lim, Kwang-Suop;Heo, Jun-Haeng
    • Journal of Korea Water Resources Association
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    • v.43 no.12
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    • pp.1083-1091
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    • 2010
  • Distributed hydrologic models typically require spatial estimates of precipitation interpolated from sparsely located observational points to the specific grid points. However, widely used estimation schemes fail to describe the realistic variability of daily precipitation field. We compare and contrast the performance of statistical methods for the spatial estimation of precipitation in two hydrologically different basins, and propose a two-step process for effective daily precipitation estimation. The methods assessed are: (1) Inverse Distance Weighted Average (IDW); (2) Multiple Linear Regression (MLR); (3) Climatological MLR; and (4) Locally Weighted Polynomial Regression (LWP). In the suggested simple two-step estimation process, precipitation occurrence is first generated via a logistic regression model before applying IDW scheme (one of the local scheme) to estimate the amount of precipitation separately on wet days. As the results, the suggested method shows the better performance of daily rainfall interpolation which has spatial differences compared with conventional methods. And this technique can be used for streamflow forecasting and downscaling of atmospheric circulation model effectively.

Mass Spectrometry-Based Strategy for Effective Disulfide Bond Identification (질량분석기를 활용한 효과적 이황화결합 분석법 개발)

  • Jin, Jonghwa;Min, Hophil;Kwon, Oh-Seung;Oh, Hyun Jeong;Kim, Jongwon;Park, Chulhwan
    • Korean Chemical Engineering Research
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    • v.55 no.1
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    • pp.27-33
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    • 2017
  • The determination of disulfide bonds is important for comprehensive understanding of the chemical structure of protein. So far, many strategies for the disulfide bond analysis have been suggested in terms of speed and sensitivity. However, most of these strategies have not considered free thiol residues in the target protein in the process of determining the disulfide bond. We suggested the strategy which was composed of four steps for the identification of disulfide bonds; the first step was the prediction of possible disulfide bonds, the second step was the determination of free cysteine residues, the third step was the analysis of disulfide bond using a high-resolution mass spectrometry, and the final step was the determination of disulfide bonds based on the comprehensive verification. In this study, we performed the characterization of disulfide bonds for the recombinant protein (HRPE1), where 1 and 5 inter- and intra-chain disulfide bonds were identified, respectively.

ITER 블랑켓 일차벽 고유접합법 개발을 위한 표준목업 고열부하 시험

  • Kim, Seok-Gwon;Lee, Dong-Won;Bae, Yeong-Deok;Yun, Jae-Seong;Jeong, Gi-Seok;Hong, Bong-Geun;Jeong, Hyeon-Gyu;Jeong, Yang-Il;Park, Jeong-Yong;Choe, Byeong-Gwon;Jeong, Yong-Hwan
    • Proceedings of the Korean Vacuum Society Conference
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    • 2010.02a
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    • pp.275-275
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    • 2010
  • 국제핵융합실험로 (ITER)의 블랑켓 일차벽 조달 자격 획득을 위한 검증시험을 수행하여 1단계를 2009년 완료하였고, 2단계는 2011년 예정으로 진행 중이다. 우리나라는 이미 1단계 검증시험에서 2 개의 일차벽 목업 (First Wall Qualification Mockup ; FWQM)을 제출하여 시험을 성공적으로 통과하였고, 2단계 검증 시험을 위해 semi-prototype 제작 기술 및 시험 기술을 개발 중이다. 블랑켓 일차벽 검증 시험 및 제작 기술을 확보하기 위한 고유접합법 개발을 위해서 표준 크기($80\;mm{\times}80\;mm$)의 목업을 제작하여 국내 고열부하 시험 시설에서 접합 방법의 타당성을 확인하였다. 표준목업은 HIP (Hot Isostatic Pressing) 접합법으로 stainless steel과 Cu 냉각부를 제작하고, 다시 $80\;mm{\times}80\;mm$ Be tile을 HIP 방법으로 냉각부에 접합하여 제작한다. 고유접합법 개발을 위해서 Be과 Cu 냉각부 계면에 Cr($1\;{\mu}m$)/Cu($10\;{\mu}m$), Ti($5\;{\mu}m$)/Cu($10\;{\mu}m$) 층을 코팅하여 Be 접합 성능을 개선하였으며, 기존의 접합 계면과 차별화된 기술을 확보하였다. 표준목업의 전체 크기는 $80\;mmW{\times}80\;mmL{\times}84\;mmH$ 이고, 1차로 총 6개, 2차로 4개를 제작하였으며 제작 과정 및 제작 전후에 파괴검사, 비파괴검사를 수행하여 접합의 건전성을 확인하였다. 제작 완료된 표준 목업은 냉각 관로를 장착하여 국내의 고열부하 시험시설인 KoHLT-1에 장착하여 성능 시험을 수행하였다. 고열부하 시험 시설의 냉각수 조건은, 온도 $25^{\circ}C$(실온), 유량 0.15 kg/sec이고, 고열 부하 조건에서는 0.5, 1.0, $1.5\;MW/m^2$의 screening 시험을 거친 후 1.5 MW/m2에서 cycle 시험을 진행하였다. 각 목업의 고열부하 시험을 마친 후 비파괴 검사의 일환으로 UT(Ultrasonic test) 시험을 수행하여 열부하 시험 전후의 목업 건전성을 확인하였다. 고유접합법을 이용하여 개발한 표준 목업의 고열부하 시험을 통해서 접합법의 타당성 및 건전성을 확인하였고, 향후 블랑켓일차벽 조달 검증 2단계 시험에서 semi-prototype 제작 및 고열부하 시험에 대비하고, ITER 관련 핵심 기술 개발 목표를 달성할 것이다.

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A Study on Records management system under enforcement of The Public Records and Archives Management Law in Japan (일본의 공문서관리법 시행에 따른 기록관리 체제 검토)

  • Nam, Kyeong-ho
    • The Korean Journal of Archival Studies
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    • no.30
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    • pp.205-247
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    • 2011
  • The Public Records and Archives Management Law was enacted on June 24, 2009 and was in effect in April 1, 2011. This Act is different from existing Public Archives Law and National Archives Law. Before enacting Public Records and Archives Management Law, Public Archives Law and Information Disclosure Law was the backbone of Japanese Public Records management system. Public Archives Law is composed of management and access for non-active records in Public Archives. Information Disclosure Law is prescribed management of active-records in administrative agency. Public Records and Archives Management Law is the first comprehensive law of managing administrative records including historical records (nonactive-records). The law is prescribed that the public records and archives are intellectual resources shared by citizens and allows people to have more access to them. The law states that public records is basis of democracy and accountability for current and future generation. This article analyzed the relationship of law and its implementing ordinance and Guideline of administrative public records management, and analyzed the law and record-schedule. Furthermore, this article examined significance of the law and democracy, administration's transparency. In accordance with enacting the law, Japanese Public Records Management System will develop. and we must pay close attention to that situation.

Sensitivity Analysis of Generalized Parameters on Concrete Creep Effects of Composite Section (합성단면의 콘크리트 크리프 효과에 대한 일반화 매개변수의 민감도 분석)

  • Yon, Jung-Heum;Kim, Eui-Hun
    • Journal of the Korea Concrete Institute
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    • v.21 no.5
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    • pp.629-638
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    • 2009
  • In this paper, the existing formulas of the step-by-step method were generalized for effective estimation of responses of complicated composite sections due to long-term deformation of concrete. The initial transformed section properties of the composite section were derived from material and section properties of concrete section and sections which confine the longterm deformation of concrete. The transformed section properties at each step were derived from the effective modulus of elasticity considered the creep coefficient variation. Improved formulas of the step-by-step method for generalized responses were derived by introducing 5 generalized parameters. The formulas can be more simplified by applying constant increment of creep coefficient at each step. The constant increment of creep coefficient at each step can also reduce computing time and make equal computing error of each step. The generalized responses for axial elastic strain of concrete section were most sensitive to the area rate of concrete section, and the ratio of the second moment of the confining section area was more sensitive than that of the concrete section. Those for elastic curvature of concrete section were most sensitive to the ratio of the second moment of concrete section area.

A High-Performance Fault-Tolerant Switching Network and Its Fault Diagnosis (고성능 결함감내 스위칭 망과 결함 진단법)

  • 박재현
    • Journal of KIISE:Information Networking
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    • v.31 no.3
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    • pp.335-346
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    • 2004
  • In this paper, we present a high-performance fault-tolerant switching networks using a deflection self-routing scheme, and present fault-diagnosis method for the network. We use the facts: 1) Each stage of the Banyan network is arrayed as the sequences of a Cyclic group of SEs. 2) There is the homomorphism between adjacent stages from a view of self-routing, so that all of each Cyclic group is the subgroup of the Cyclic group in the next stage, and there are factor groups due to such subgroup and homomorphism. We provide high-performance fault-tolerant switching networks of which the all links including augmented links are used as the alternate links detouring faulty links. We also present the fault diagnosis scheme for the proposed switching network that provide multiple paths for each input-output pair.

2021 Sediment discharge survey and analysis of characteristics (2021년 유사량 조사 및 특성분석)

  • Lee, Dae Wung;Lee, Jung Hun;Choi, Hong Yun;Lee, Chung Dea;Lee, Sin Jae
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.427-427
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    • 2022
  • 하천에서 유사량 자료는 하천의 이·치수 목적으로 활용할 수 있는 기본 자료중 하나로서 하상 변동 예측, 저수지 퇴사량 추정, 하도 계획과 설계, 유사조절 계획 수립 및 기타 구조물 등의 영향 평가 등 다양하게 활용할 수 있다. 본 연구에서는 신뢰성 높은 유사량 자료를 생산하기 위하여 국가유사량관측망 중 27개 지점에 대하여 유사량의 측정 및 특성분석을 수행하였다. 유사량 측정과정은 사전조사, 현장측정, 실험실분석, 모형적용(총유사량 산정) 단계로 구분할 수 있다. 사전조사 단계에서는 현장관련 정보를 수집하여 현장측정 계획 및 현장 안전대책을 수립하고, 현장측정 단계에서는 사전조사 단계에서 수립한 계획을 바탕으로 유사량을 측정하였다. 유사량 측정시 측선은 ISO 기준 이상의 5~7개로 측선을 나누어 측정하였고, 측정장비는 D-74, DH-48 부유사 채취기를 이용하여 왕복수심적분법으로 수행하였다. 실험실분석은 한국수자원조사기술원 유사량 실험실에서 채취시료에 대한 농도, 레이저회절법을 이용한 입도분석, 하상토분석(체분석), 비중실험을 수행하였다. 총유사량 산정을 위한 모형적용 단계에서는 수정-아인슈타인법(Modified Einstein Method)을 적용하였다. 또한, 유량-부유사량 농도 변화양상과 부유사량 특성 분석을 이용한 부유사량 측정결과를 평가하였고 각 지점의 부유사량특성을 잘 나타낼 수 있는 지수식(Qss = aQb)을 이용하여 유량-부유사량관계곡선식을 개발하였다.

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A comparison of periapical radiographs and their digital images for the detection of dental caries (인접면 치아우식증의 진단의 치근단 X선사진과 디지털영상의 비교)

  • Kang Byung-Cheol
    • Journal of Korean Academy of Oral and Maxillofacial Radiology
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    • v.24 no.1
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    • pp.31-35
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    • 1994
  • 전남대학교 치과진료처에 내원한 환자의 구내방사선사진중 1단계 (Cl: 30개 병소)또는 2단계(C2: 213.8병소)의 인접면 치아우식을 가진 방사선사진 168장을 연구대상으로 하였다. 이들 방사선사진은 코닥사의 Ektaspeed(E group) 필름을 사용하여 평행촬영법으로 촬영하였다. 168장의 방사선사진에 대하여 1단계 및 2단계 치아우식증을 4명의 구강악안면방사선학을 전공한 치과의사들이 같이 판독하여 그 결과를 기록하였다. 또한 168장의 방사선사진을 필름-비디오 변환장치를 이용하여 디지털 영상으로 전환하였다. 이때 486 DX PC에 PCVision과 frame grabber를 이용하였다. 각각의 구내방사선사 진영상은 17"크기의 1280×768픽셀의 해상도를 갖는 모니터상에서 256단계 흑화도를 갖는 700×480픽셀로 제시되었다. 모니터상에서의 치아우식 판독 결과를 구내방사선사진 판독 결과와 비교하였다. 그 결과 sensitivity는 0.98이었다. 1단계 치아우식은 0.87, 2단계 치아우식 은 1.00의 sensitivity를 나타내었다.

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