• International journal of advanced smart convergence
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• 제10권1호
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• pp.142-150
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• 2021

Open-channel SSD is a new type of Solid-State Disk (SSD) that improves the garbage collection overhead and write amplification due to physical constraints of NAND flash memory by exposing the internal structure of the SSD to the host. However, the host-level Flash Translation Layer (FTL) provided for open-channel SSDs in the current Linux kernel consumes host memory excessively because it use page-level mapping table to translate logical address to physical address. Therefore, in this paper, we implemente a selective mapping table loading scheme that loads only a currently required part of the mapping table to the mapping table cache from SSD instead of entire mapping table. In addition, to increase the hit ratio of the mapping table cache, filesystem information and mapping table access history are utilized for cache replacement policy. The proposed scheme is implemented in the host-level FTL of the Linux kernel and evaluated using open-channel SSD emulator. According to the evaluation results, we can achieve 80% of I/O performance using the only 32% of memory usage compared to the previous host-level FTL.

• 콘크리트학회논문집
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• 제18권6호
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• pp.721-728
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• 2006

지진은 구조물에 막대한 피해를 발생시키는 것으로 보고되고 있으나, 우리나라에 내진설계규정이 도입되기 전인 1988년 이전에 설계된 건물은 이에 대한 대책이 없다. 특히 공동주택의 경우 지진저항요소가 없는 구조물이 다수 있는 것으로 조사되었다. 이러한 구조물에 대하여 내진성능의 정도를 파악하고, 성능지수가 부족한 구조물에 대해서는 적절한 보강이 이루어져야 할 것이다. 본 연구에서는 이전의 연구에서 범용 구조해석 프로그램인 MIDAS를 이용하여 모델 구조물의 내진성능을 평가하여 얻어진 내진성능의 부족함을 기초로 5층 규모의 철근콘크리트 벽식 구조물에 상사법칙을 적용하고, 진동대 실험을 수행하여 국내외 규준에 의한 모델 구조물의 내진성능을 평가하였다. 진동대 실험의 경우 실험의 공간적 제약으로 인하여 원형 구조물에 대한 실험을 할 수 없어, 구조물의 원형크기를 상사법칙에 의하여 필요한 규모로 축소하여 제작하였다. 성능수준을 평가해 본 결과 내진설계가 수행되지 않은 구조물은 PGA 등급 0.2g의 지진에 대하여 사용한계수준의 내진성능을 나타내었으며 허용층간변위를 평가해 본 결과 0.2g의 지진등급까지만 허용한계수준의 층간변위를 나타내어 내진성능에 대한 보강이 필요할 것으로 판단되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.316-321
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• 2006

The Prouductivity of pump dredger varies very much depend on soil conditions is one of the main factors affecting construction period. Therefore the acculate evaluation of dredging capability of pump dredger considering soil conditions is a main task in dredging projects. After assesing the results of pump dredging on several Gwangyang port projects, some data of Japan standard for pump dredger are similar to those of actual results and a pump dredging capability table is prepared for future evaluation purposes.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2001년도 춘계학술대회 논문집
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• pp.431-436
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• 2001

Rockfall has long been a serious problem, especially derailment of train running on the track in mountainous regions. The purpose of this study is to suggest the reasonable items of check and evaluation to railroad rock slopes for safe maintenance and management of rockfall-worried railroad sites. Therefore, main and sub items were extracted from the survey of foreign and other authorities' cases and evaluation table (temporary) composed of items classified by important degree was suggested. To evaluate the availability and reasonability of items, statistical analysis based on field investigation namely SMR(Slope Mass Rating) and explanation values was carried.

• 한국융합학회논문지
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• 제13권3호
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• pp.227-237
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• 2022

융합에 관한 관심이 고조되면서 융합을 측정하고자 하는 다양한 시도들이 이루어지고 있으나, 융합의 정의가 모호하고, 측정 지표에 대한 컨센선스가 이루어지지 않아 융합의 측정에 대해서는 더욱 많은 연구가 필요한 상황이다. 본 연구에서는 한국특허청에서 특허와 경제, 산업, 인구 등과의 영향도 및 상관관계를 분석할 수 있도록 개발한 산업(KSIC)-특허(IPC) 연계표를 이용하여 특허 데이터로부터 산업융합을 평가할 수 있는 신규 평가 모형을 제안하고, 이로부터 도출된 산업융합이 기업의 융합특성을 제대로 반영하는지를 여부를 실증하였다. 글로벌 주요 자동차 기업들이 보유한 39,740건 특허의 융합여부를 각각 분류하고, 각 기업의 융합도를 평가한 결과, KSIC-IPC 연계표를 이용하여 도출된 산업융합은 동시분류분석으로 분류된 기술융합보다 기업의 융합특성을 보다 잘 반영한다는 것을 확인할 수 있었다. 따라서 KSIC-IPC 연계표를 이용한 신규 산업융합 평가모델로부터 도출된 자동차 분야 산업융합 자료는 향후 융합연구에 널리 활용될 수 있을 것으로 기대된다.

• 대한건축학회논문집:구조계
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• 제35권10호
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• pp.171-180
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• 2019

In Korea, the seismic design of non-structural elements was interested by Earthquake of the 2016 Gyeong-ju and 2017 Po-hang. Among the non-structural elements, the ceiling system with steel panel used in Po-hang station showed failure examples of non-seismic design ceiling. In this study, the seismic performance of suspended ceiling with steel-panel, such as those used in Po-hang Station, was evaluated by shaking table tests. The shaking table tests were performed in accordance with the ICC-ES AC156 standard with floor acceleration being applied horizontally in one direction using a $3.3{\times}3.3m^2$ frame. The ceiling system consists of steel-panels, carrying channels, main and cross T-bars, and anti-falling clips. The anti-falling clip prevents the steel panel falling completely. The shaking table test confirmed that the damage at the previous stage had a direct impact on the damage state at the next stage. Through the shaking table test, the damage state of the T-bar type steel-panel suspended ceiling system was defined.

• 웰빙융합연구
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• 제6권3호
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• pp.13-18
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• 2023

Purpose: The small-scale environmental impact assessment has been in operation since its implementation in August 2000, and is a system that meets the purpose of sustainable development in consideration of the environment in areas requiring conservation. However, when preparing a small environmental impact assessment report, the contents of the reduction measures are too qualitative, or reports are prepared to simply list the compliance stipulated by individual laws, and the contents of consultations prepared by consultative agencies and review agencies are not much different. In addition, the direction of consultation on development projects for similar locations of the same project type is frequently changed by reflecting the subjective judgment of the consultative officer of the Ministry of Environment (Environment Agency). Therefore, this study attempted to improve the establishment of measures to reduce the existing simple listing of qualitative contents and the inconsistent presentation of review opinions by consultative agencies and review agencies. Research design, data and methodology: The research method extracted absolute evaluation items and relative evaluation items among small environmental impact assessment items, analyzed and presented detailed items, and prepared a distribution table for each section according to the details of the relative evaluation items, and presented them as a table. Results: This study was conducted to derive uniform results with objective indicators in the preparation and consultation process of a small-scale environmental impact assessment. Conclusions: Once a quantitative evaluation is established, the consultant can objectively determine and process the environmental impact.

• 국제초고층학회논문집
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• 제1권3호
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• pp.221-228
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• 2012

Shanghai Tower is a super high-rise building of 632 m height with 'mega frame-core- outrigger truss' structure system. Due to the complexity and irregularity of structure, shaking table test was carried out to investigate its seismic performance. A 1/40 scaled test model was designed, built and tested on shaking table under earthquake of small, moderate and large levels. The experimental results showed that the structure can meet the requirements of Chinese codes and reach scheduled performance objectives. Elastic and plastic time-history analysis on the structure were carried out and the results were compared to experimental results. Based on the research results some suggestions were proposed to contribute favorable effect on the seismic capacity of the structure.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.191-196
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• 2007

This paper is reviewed RAM(Reliability, Availability and Maintainability) data table utilized for RAM data management to Urban Maglev Transit. As railway systems become more complex, the RAM requirements are reinforced to ensure that a design meets Reliability, Availability, Maintainability criteria. Therefore, it needs the efficient management for RAM data of railway system to meet RAM target. At this study, RAM data management format is suggested to ensure reliability and maintainability based on acquired experience for overseas rolling stock. This RAM data table and FMECA(Failure Mode Effect Criticality Analysis) table are useful to the calculation of MTBF(Mean Time Between Failure), MTBSF(Mean Time Between Service Failure) and Maintainability. Also, this RAM management table will be efficient to improve the RAM evaluation to Urban Maglev Transit.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1998년도 창립기념 춘계학술대회 논문집
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• pp.427-435
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• 1998

In this paper will be presented an algorithm for designing of a railway interlocking table which is a document describing the functional specification of the interlocking device. The ability to produce an interlocking table has been handed down in the signalling engineers society. And the signalling engineer makes the most of his expertise to produce an interlocking table. But, the expertise has not yet been organized into technical system, the core of the expertise is a hard nut to crack. Therefore, we analyze into signal engineering expertise, and propose a generalization of interlocking notion. Also, an algorithm is drawn up based on a train route setting principle to solve practical and general problems by computer And the performance of the algorithm is evaluated for test program based on AutoCAD technology. The evaluation result shows that it can be utilized as the effective algorithm for computer control of the signalling system as interlocking device, that it improved in safety