• 정보과학회 논문지
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• 제44권7호
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• pp.658-667
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• 2017

DRAM 기반의 인메모리 캐시는 고비용으로 인해 용량을 늘리는 데에는 한계가 있다. 이를 위해 압축을 이용하여 더 많은 데이터를 캐시하는 기법들이 연구되어 왔다. 그러나 압축은 높은 처리부하와 반응 지연을 야기한다. 본 논문에서는 섀넌 엔트로피를 통해 파일의 압축률을 낮은 오버헤드를 통해 고속으로 예측하여, 높은 압축률을 가진 파일만 압축하는 선택적 압축 기법을 제안하였다. 또한 이를 파일시스템 내에서 실제 사용이 가능하도록 커널 레벨에서 파일 시스템을 위한 인메모리 캐시를 제공하도록 구현하였다. 실험 결과 선택적 압축 기법은 비 압축에 비해 약 18%의 실행시간 감소를 보이며, 전체 캐시 데이터 압축 방법에 비해서도 캐시 히트율의 감소에 의한 성능하락을 최소화 시키고, 동시에 압축에 대한 오버헤드를 줄여, 7.5%의 실행시간을 감소시킬 수 있음을 보였다. 또한 압축에 사용되는 CPU사용시간을 모두 압축 했을 때와 비교하여 28%감소시킬 수 있음을 보여주었다.

• 한국강구조학회 논문집
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• 제18권5호
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• pp.553-562
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• 2006

바람과 지진에 의한 횡력은 고층건물의 설계에 영향을 미치는 주요하중이다. 본 연구에서는 중/약진대로 분류되지만 강한 태풍이 내습하는 국내의 횡하중 환경하에서 철골조 초고층건물의 내진설계의 핵심문제를 취급하고자 하였다. 즉 연성이 아니라 강성과 강도에 의한 탄성 내진설계의 가능성을 타진하기 위해, 내풍설계된 철골조 초고층 중심가새골조의 푸쉬오버해석, 동적 지진응답해석 및 내진성능평가를 수행하였다. 내풍설계에서 요구되는 사용성 요건을 만족시키면 상당한 크기의 시스템 초과강도가 유입됨을 내풍설계의 분석 및 푸시오버해석을 통하여 확인할 수 있었다. 결과적으로 양질로 내풍설계된 세장비 5이상의 철골조 초고층 중심가새골조는 2400년 재래기의 최대고려지진에 대해서도 즉시입주 가능한 거동수준에서 탄성적으로 저항할 수 있음이 확인되었다. 본 연구의 결과를 종합하여 실무설계에서 활용될 수 있는 풍진대에서의 철골조 초고층건물의 탄성내진설계절차 및 관련 권장사항을 제안하였다.

• 한국ITS학회 논문지
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• 제14권1호
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• pp.57-67
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• 2015

무선 메쉬 네트워크에서 다중경로 라우팅 프로토콜은 QoS 충족 또는 링크 단절에 대한 강건성 확보를 위한 해결책으로 자주 사용되어 왔으며, 무선 전술통신 및 재난구조 통신에서는 QoS와 강건성을 동시에 충족시키는 방법에 대한 필요성이 강조되고 있다. 본 논문에서 제안하는 라우팅 프로토콜은 OFDM-TDMA collision-free MAC을 기반으로 on-demand 방식으로 대역폭 및 지연시간 제한을 포함하는 사용자의 세션별 QoS 요구사항을 충족시켜 줄 수 있는 다중경로들을 탐색 및 관리하고, 전송실패가 발생할 경우 경로 재탐색 이전에 대체경로를 선택하여 데이터를 재전송하도록 함으로써 지연 및 수용능력 간 트레이드오프를 완화하는 동시에 강건성을 증가시킨다. 본 논문에서는 시뮬레이션을 통해 제안하는 프로토콜의 성능을 분석하여 제안하는 프로토콜이 QoS 보장 측면과 데이터의 전송성공률 측면에서 우수을 보인다.

• Structural Engineering and Mechanics
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• 제50권4호
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• pp.419-439
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• 2014

In this study, the structural performance of a seven span masonry arch bridge was evaluated. Investigations were performed on Aspendos (Belkis) Masonry Arch Bridge which was located on road of Aspendos Acropolis City in Antalya, Turkey. The old bridge was constructed in the early of fourth century AD, but it was exposed to the earthquakes in this region and the overloading by the river water. The old bridge was severely damaged and collapsed by probably an earthquake many years ago and a new bridge was then reconstructed on the remains of this old bridge by Seljuk in the 13th century. The bridge has also been affected from overflowing especially in the spring of each year, so some protective measures should be taken for this monumental bridge. Therefore, the structural performance under these loading has to be known. For this purpose, an initial finite element model was developed for the bridge and it was calibrated according to ambient vibration test results. After that, it was analyzed for different load cases such as dead, live, earthquake and overflow. Three load combinations were taken into account by deriving from these load cases. The displacements and the stresses for these combination cases were attained and compared with each other. The structural performance of Aspendos Masonry Arch Bridge was determined by considering the demand-capacity ratio for the tensile stress of the mortar used in Aspendos Masonry Arch Bridge. After these investigations, some concluding remarks and offers were presented at the end of this study.

• Coupled systems mechanics
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• 제2권1호
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• pp.85-110
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• 2013

Generally, mass concrete structural behavior is governed by the strain components. However, relevant guidelines in dam engineering evaluate the structural behavior of concrete dams using stress-based criteria. In the present study, strain-based criteria are proposed for the first time in a professional manner and their applicability in seismic failure evaluation of an arch dam are investigated. Numerical model of the dam is provided using NSAD-DRI finite element code and the foundation is modeled to be massed using infinite elements at its far-end boundaries. The coupled dam-reservoir-foundation system is solved in Lagrangian-Eulerian domain using Newmark-${\beta}$ time integration method. Seismic performance of the dam is investigated using parameters such as the demand-capacity ratio, the cumulative inelastic duration and the extension of the overstressed/overstrained areas. Real crack profile of the dam based on the damage mechanics approach is compared with those obtained from stress-based and strain-based approaches. It is found that using stress-based criteria leads to conservative results for arch action while seismic safety evaluation using the proposed strain-based criteria leads to conservative cantilever action.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.795-800
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• 2007

In the previous study, a simple but effective analysis procedure, named as an Improved Modal Pushover Analysis (IMPA) was proposed to estimates the seismic capacities of multi-span continuous bridge structures, on the basis of the modal pushover analysis which considers all the dynamic modes of a structure. Differently from other previous studies, IMPA maintains the simplicity of the capacity-demand curve method and also gives a better estimation of the maximum dynamic response of a structure. Nevertheless, its applicability has never been approved for multi-span continuous bridges with large differences in the length of their adjacent piers. This paper, accordingly, concentrates on a parametric study to verify the efficiency and limitation in application of IMPA through a correlation study between various analytical models including the Equivalent Single Degree Of Freedom (ESDOF) and Modal Pushover Analysis (MPA) usually used in the seismic design of structures. Based on the obtained numerical results, this paper introduces a practical guidance and/or limitation for using IMPA to predict the seismic response of a bridge effectively.

• 토지주택연구
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• 제15권1호
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• pp.135-146
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• 2024

본 연구는 대한민국 서남권의 도심항공교통(UAM) 거점환승센터를 광주송정역에 건립하였을 경우 도심항공교통(UAM)의 수단분담률을 예측하는 것이다. 효용함수와 수단선택 로짓모형을 이용한 점 추정방식의 확정적 교통수요 예측모형은 미래의 변동성을 반영하는 못하는 한계점을 지니며 이를 보완하고자 본 연구에서는 효용함수와 몬테카를로 시뮬레이션 분석을 결합하여 확률론적 도심항공교통의 수단분담률을 추정하였다. 도심항공교통의 수단분담률을 결정하는 변수의 확률분포를 가정하여 시뮬레이션 결과 최소 0.07%, 최대 4.7%, 평균 0.95%의 수단분담률로 산출되었다. 수단분담률에 영향을 미치는 주요 영향 요인의 민감도 분석 결과 단위요금, 비용파라미터, 기본요금, 이착륙 시간이 중요 요인으로 나타났으며, 단위요금, 기본요금, 이착륙 시간은 음(-)의 상관관계를 보이는 것으로 나타나 도심항공교통의 이용 활성화를 위해서는 적정 수준의 요금 설정이 중요할 것으로 판단된다.

• Steel and Composite Structures
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• 제41권5호
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• pp.713-730
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• 2021

The seismic performance of rigid steel frames is widely investigated, but that of semi-rigid (SR) steel frames are not studied extensively, especially for near-field earthquakes. In this paper, the performances of five and ten-story steel SR frames having different degrees of semi-rigidity are evaluated at four performance points in the four different deformation states, namely, the elastic, elasto-plastic, plastic, and near collapse states. The performances of the SR frames are measured by the response parameters including the maximum values of the top floor displacement, base shear, inter-story drift ratio, number of plastic hinges, and SRSS of plastic hinge rotations. These response parameters are obtained by the capacity spectrum method (CSM) using pushover analysis. The validity of the response parameters determined by the CSM is evaluated by the results of the nonlinear time history analysis (NLTHA) for both near and far-field earthquakes at different PGA levels, which are consistent with the performance points. Results of the study show that the plastic hinges of SR frame significantly increase in the range of plastic to near-collapse states for both near and far-field earthquakes. The effect of the degree of semi-rigidity is pronounced only at higher degrees of semi-rigidity. The predictions of the CSM are fairly well in comparison to the NLTHA.

• 대한조선학회논문집
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• 제60권4호
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• pp.213-221
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• 2023

The demand for Liquefied Natural Gas (LNG) carriers and LNG-fueled ships has significantly increased in recent years due to the sulfur-oxide emission regulations by the International Maritime Organization (IMO). The main goal of this paper is to introduce the process for the Engineering Critical Assessment (ECA) of IMO independent type-B cargo tanks made from 9% nickel alloy. A methodology proposed by the British Standard was used to conduct ECA for any structure with initial flaws. Based on this standard, a Matlab code was developed to perform ECA. Coarse mesh Finite Element Analysis (FEA) was performed on an independent type-B LNG cargo tank with a capacity of 15,000 m³. The location with the highest development of maximum principal stress was identified at the bottom of the cargo tank. Fine mesh FEA was performed to obtain the stress range required for ECA. The dynamic cargo tank loads used for FEA were determined using some ship rules presented by Det Norske Veritas. As a result of performing a 20-year long-term crack propagation analysis with a semi-elliptical surface crack, the fracture-to-yield ratio exceeded the Fracture Assessment Line (FAL) and some structural reinforcement was necessary. Performing a 15-day short-term crack propagation analysis, the fracture-to-yield ratio remained within the FAL, and no significant LNG leaks were expected. This paper is believed to provide a guide for performing ECA of LNG cargo tanks in the future by providing the basic theory and application sample necessary to perform ECA.

• 대한임베디드공학회논문지
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• 제15권5호
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• pp.205-214
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• 2020

With the recent development of hardware and software technology, interest in the development of wearable devices is increasing. In particular, wearable devices require algorithms suitable for low-power and low-capacity embedded devices. Among them, there is an increasing demand for a signal compression algorithm that reduces communication overhead, in order to increase the efficiency of storage and transmission of electrocardiogram (ECG) signals requiring long-time measurement. Because normal beats occupy most of the signal with similar shapes, a high rate of signal compression is possible if normal beats are represented by a template. In this paper, we propose an algorithm for determining the normal beat template using the template cluster and Pearson similarity. Also, the template is expressed effectively as a few vertices through linear approximation algorithm. In experiment of Datum 234 of MIT-BIH arrhythmia database (MIT-BIH ADB) provided by Physionet, a compression ratio was 33.44:1, and an average distribution of root mean square error (RMSE) was 1.55%.