• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.803-808
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• 2007

LCCA module enabling to estimate LCC and analyze time-variant reliability index of a plate girder bridge was developed. The developed module was based on the designed data structure following the standardized methodology of ISO/STEP, LCCA module consisted of LCC estimation module, which is composed of six sub modules according to the cost category, and reliability index analysis module, which is composed of time-variant corrosion sub module, time-variant live load sub module, and element reliability analysis sub module, The effectiveness of the developed LCCA module was verified by estimating LCC and analyzing time-variant reliability index of a plate girder bridge on the basis of the constructed test database.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.940-956
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• 2004

In the course of studying the design of securing the 100-year-long durability of 100 years the subway structure according to the requested service by the Seoul Metropolitan Subway Construction Headquarters, we analyzed 14 construction sites adopting the durability design in subway line No. 9 and concluded as follows: 1. When comparing with 158, the environment index presented for securing 100-year-long durability of subway structure in subway line No. 9, the index of durability was verified as 159.7$\~$179.8 2. When examining the increase value of durability index, we verified that the constructors didn't make various choices in method but they employed the uniformly selected system. 3. Under consideration of the bid form, the construction under bid contract in bulk gave the impacts on the construction cost with attention to selection of the durability index, while the construction under alternative contract in bid adopted uniformly the standard presented by the ordering party.

• 한국환경과학회지
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• 제29권5호
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• pp.519-529
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• 2020

The purpose of this study was to provide basic health care data for the climate aspects of park re-cultivation by evaluating air ions according to the type of vegetation in the valley and upper slopes of the mountain park. Simple negative or positive air ions were expected to show the same tendencies, so they were analyzed in terms of correcting the air ion index. By analyzing the air ions according to the topography, it was found that valley > slope in terms of the air ion index. When analyzing air ions according to tree species, we found that evergreen conifers in the valley > the deciduous broad-leaved trees in the valley > the evergreen conifers in the slope = the deciduous broad-leaved trees in the slope. For DBH(Diameter at breast height), the valley large pole > slope large pole > slope medium hard wood, while crown density was analyzed as valley dense > slope dense> valley proper > slope proper. Layered structure analysis showed that the multi-layer structure of the valley > multi-layer structure of the slope = the single-layer structure of the valley > the single-layer structure of the slope. The correlation coefficient was determined according to vegetation type and air ion index in the order of DBH > crown density > layer structure > geomorphic structure. In this study, limits exist except for ridge line, valley, and slopes in urban mountain parks. Therefore, analysis should be made considering both topographical structure and various vegetation types in future studies of air ions.

• 한국산학기술학회논문지
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• 제18권1호
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• pp.216-221
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• 2017

폴리머 안경렌즈를 제조할 때 가시광선 영역에서 투과되는 빛을 증가시키고, 안경렌즈 표면에 형성되는 허상을 방지하는 반사방지 기능은 매우 중요하다. 본 연구에서는 굴절률 1.56, 1.60 및 1.67을 갖는 안경렌즈를 폴리머 렌즈 모노머 및 이염화 이부틸 주석 촉매제, 알킬 인산 에스터 이형제 등의 혼합물을 인젝션 몰드 방법으로 열중합 공정을 적용하여 제조하였다. 폴리머 안경렌즈 표면에서의 반사방지 효과를 조사하기 위하여 다층 박막 반사방지 코팅 구조(양면 또는 단면 코팅), 3층 박막의 Gaussian gradient-index profile 불연속 근사 반사방지 코팅 구조, 3층 박막의 quarter-wavelength 근사 반사방지코팅 구조 등 다양한 반사방지 코팅 구조를 설계하였고, E-beam 증착 시스템을 이용하여 열중합공정으로 제조된 폴리머 안경렌즈에 각각 코팅하였다. 폴리머 안경렌즈의 광학적 특성은 UV-visible spectrometer로 분석하였다. 반사방지 코팅 층을 구성하는 박막의 굴절률, 표면 거칠기 등의 소재 특성은 Ellipsometer와 원자힘 현미경(AFM)으로 분석하였다. 분석결과, 굴절률 1.56의 낮은 굴절률을 갖는 폴리머 안경렌즈에서 가장 효과적인 반사방지 코팅 구조는 다층 박막 반사방지 코팅 구조의 양면코팅이었다. 하지만 굴절률 1.67의 고굴절률 안경렌즈에 대해서는 3층 박막의 Gaussian gradient-index profile 불연속 근사반사방지 코팅 구조의 양면 코팅도 다층박막 반사방지 코팅구조의 양면코팅에 상응하는 반사방지 효과를 나타내었다.

• 정보화연구
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• 제10권1호
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• pp.123-135
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• 2013

본 논문에서는 XML 필터링 질의의 효율적 처리를 위한 이차원 그룹핑 색인기법인 2DG-index를 제안한다. 최근 XML데이터의 질의 처리를 위해 조상-후손관계 또는 부모-자식관계 등의 구조적 관계를 효율적으로 처리하기 위한 많은 연구들이 수행되었다. 그러나 이러한 연구들은 경로 질의에만 초점을 두고 있으며 특정 조건 값을 포함하는 필터링 질의에 대해서는 고려하지 않고 있다. 2DGindex는 필터링 질의를 효율적으로 처리하기 위한 방안으로 XML 스키마의 경로 도메인과 필터링 데이터 값의 도메인으로 구성된 이차원 도메인 공간상의 색인 엔트리들의 클러스터링을 다루는 색인기법이다. 2DG-index의 성능평가를 위하여 특정 조건 값을 포함하는 질의의 유형을 세 가지로 분류하고, 이러한 질의 유형별로 2DG-index의 질의처리 성능을 기존의 일차원 색인구조를 이용하는 색인기법인 데이터 값별로 그룹핑한 DG-index와 경로별로 그룹핑한 PG-index와 비교하여 2DG-inedx의 효율성을 입증한다.

• 한국지리정보학회지
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• 제5권2호
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• pp.54-68
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• 2002

최근 지리정보시스템, 움직임 객체관리시스템, 동영상/이미지 내용기반 검색시스템, 시계열 데이터베이스시스템과 같이 다차원 데이터를 이용하는 응용에 대한 관심이 고조되고 있다. 이 논문은 다차원의 특징벡터를 벡터 근사치로 표현한 후 색인 트리를 구성하여 검색의 효율을 높이는 VA(vector approximate)-트리를 제안한다. 이 논문에서 제안하는 VA-트리는 전체적인 색인구조의 저장공간을 줄이기 위해서 VA-파일의 벡터 근사치 개념을 이용하여 데이터량이 증가해도 검색 성능이 저하되지 않도록 하는 트리 형태의 구조를 갖는다. VA-트리는 MBR 기반의 색인구조이지만 MBR 간에 겹침이 발생하지 않는 분할방법을 사용하여 검색 효율을 높인다. 제안하는 색인구조와 기존의 여러 다차원 색인구조와의 성능 평가를 통해 제안하는 방법의 우수함을 보인다.

• Earthquakes and Structures
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• 제8권5호
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• pp.995-1016
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• 2015

The reliability or the safety index is a measure of how far a structure is from the state of collapse. Also it defined as the probability that a structure will not fail in its lifetime. Having any increase in the reliability index is typically interpreted as increasing in the safety of structures. On the other hand most of researchers acknowledged that one of the most effective means of increasing both the reliability and the safety of structures is to increase the structural redundancy. They also acknowledged that increasing the number of vertical seismic framing will make structural system more reliable and safer against stochastic events such as earthquakes. In this paper the reliability index and the behavior factor of a numbers of three dimensional RC moment resisting frames with the same story area, equal lateral resistant as well as different redundancy has been evaluated numerically using both deterministic and probabilistic approaches. Study on the reliability index and the behavior factor in the case study models of this research illustrated that the changes of these two factors do not have always the same manner due to the increasing of the structural redundancy. In some cases, structures with larger reliability index have smaller behavior factor. Also assuming the same ultimate lateral resistance of structures which causes an increase to a certain level of redundancy can enhance behavior factor of structures. However any further increase in the redundancy of that certain level might decrease the behavior factor. Furthermore, the results of this study illustrate that concerning any increase in the structural redundancy will make the reliability index of structure to be larger.

• 한국컴퓨터정보학회논문지
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• 제27권12호
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• pp.1-8
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• 2022

F2FS는 SSD(Solid State Drive)를 위한 파일시스템 중의 하나로서 리눅스 운영체제의 커널에 채용되어 널리 사용되고 있다. F2FS는 플래시 메모리의 특성을 반영하여 성능을 높이기 위한 여러 가지 방안들을 적용하였는데, 그 중의 하나가 파일별 데이터 블록들의 주소 정보를 관리하는 인덱스 구조의 개선이다. 본 논문에서는 F2FS의 인덱스 구조를 더욱 개선하여 성능을 높이는 방안을 제시하였다. F2FS는 모든 인덱스 블록들에 대하여 논리적 번호로 기록하고 이것을 물리적 번호로 매핑하는 테이블을 사용한다. 본 논문에서는 인덱스 블록들 중에서 끝단의 블록만 논리적 번호를 적용하고 앞단의 블록들은 물리적 번호를 직접 적용함으로써, 데이터 블록 접근시에 매핑 테이블을 검색하는 회수를 기존의 1~4회에서 1~2회로 줄일 수 있음을 보여주었다.

• 대한건축학회논문집:구조계
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• 제34권2호
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• pp.3-10
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• 2018

Damage location and extent of structure could be detected by the inverse analysis on dynamic response properties such as frequencies and mode shapes. In practice the measured difference of natural frequencies represent the stiffness change reliably, however the measured mode shape is insensitive for stiffness change, but provides spatial information of damage. The damage detection index on shear building structures is formulated in this study. The damage detection index could be estimated from mode shape and srory stiffness of undamaged structure and frequency difference between undamaged and damaged structure. For the verification of the observed damage detection method, the numerical analysis of Matlab and MIDAS and shacking table test were performed. In results, the damage index of damaged story was estimated so higher than undamaged stories that indicates the damaged story apparently.

• 한국토양비료학회지
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• 제44권5호
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• pp.944-958
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• 2011

Soil hydraulic properties such as hydraulic conductivity or water retention which are costly to measure can be indirectly generated by soil pedotransfer function (PTF) using easily obtainable soil data. The field soil structure description which is routinely recorded could also be used in PTF as an input to reduce the uncertainty. The purposes of this study were to use qualitative morphological soil structure descriptions and soil structural index into PTF and to evaluate their contribution in the prediction of soil hydraulic properties. We transformed categorical morphological descriptions of soil structure into quantitative values using categorical principal component analysis (CATPCA). This approach was tested with a large data set from the US National Pedon Characterization database with the aid of a categorical regression tree analysis. Six different PTFs were used to predict the saturated hydraulic conductivity and those results were averaged to quantify the uncertainty. Quantified morphological description was successively used in multiple linear regression approach to predict the averaged ensemble saturated conductivity. The selected stepwise regression model with only the transformed morphological variables and structural index as predictors predicted the $K_{sat}$ with $r^2$ = 0.48 (p = 0.018), indicating the feasibility of CATPCA approach. In a regression tree analysis, soil structure index and soil texture turned out to be important factors in the prediction of the hydraulic properties. Among structural descriptions size class turned out to be an important grouping parameter in the regression tree. Bulk density, clay content, W33 and structural index explained clusters selected by a two step clustering technique, implying the morphologically described soil structural features are closely related to soil physical as well as hydraulic properties. Although this study provided relatively new method which related soil structure description to soil structure index, the same approach should be tested using a datasets containing the actual measurement of hydraulic properties. More insight on the predictive power of soil structure index to estimate hydraulic properties would be achieved by considering measured the saturated hydraulic conductivity and the soil water retention.