• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1537-1540
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• 2009

홍수통제소는 수문조사, 하천유량관리, 홍수예보 등 다양한 업무를 수행하고 있다. 수문조사는 물 관리를 위한 기본 자료 확보와 수자원이라는 국가의 귀중한 자산을 정량화하는 중요한 업무이다. 하천유량 관리는 하천의 물을 합리적으로 관리하여 공익을 증진하고 모든 사람들이 혜택을 고루 향유할 수 있도록 배분하는 업무이다. 홍수예보는 큰 비에 의해 유역에서 발생할 수 있는 홍수의 규모를 예측하고 그 수치를 유관기관에 제공하여 홍수를 사전에 대비토록 함으로써 홍수피해를 최소화 할 수 있도록 하는 업무이다. 상기 언급된 홍수통제소의 주요 업무들을 효율적으로 수행하기 위하여 낙동강홍수통제소에서는 전년도 시험연구과제로서 "홍수통제소 발전방안"이라는 주제로 낙동강 홍수통제소의 발전을 위한 기본적인 개선항목 중 홍수통제소 홍보동영상 제작을 통한 통제소 홍보 및 이미지 제고, 수자원 자료실의 전산화와 관측소 이력 및 기본제원 시스템화 등을 통한 업무의 효율성 증대를 위하여 연구를 수행하였다. 금년은 지난해 개선된 업무들을 토대로 업무 효율성 증대를 도모하고자 한다. 현재 낙동강홍수 통제소에서 관리되고 있는 수문관측소는 239개소(수위 및 우량, 10분 단위)으로, 이들 관측소에 대한 효율적인 관리와 정확한 자료 생성을 위해서는 해당 내용에 대한 체계적이고 합리적인 관리가 필요하다. 이를 위하여 관측소 이력관리 프로그램을 시험적으로 운영을 하여 매년 실시되는 분기별 관측소 정기점검 결과를 업로드 시켜 관련 직원들이 내용을 공유할 수 있도록 추진하고 있다. 이는 수문자료의 정확한 검보정에도 활용될 수 있을 뿐만 아니라 다양한 정보를 체계적으로 관리하여 향후 추가적인 업무 효율화를 위하여도 이용될 수 있을 것이다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1993.10a
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• pp.163-168
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• 1993

현대 산업사회에서 발전소는 중요한 시설물이다. 특히 원자력발전소는 지진 과 같은 천재지변시 매우 위험하기 때문에 내진설계가 필수적으로 요구되어 진다. 최근 국내 원자력발전소의 증가와 1986년 이후 만들어진 내진관련 법 규에 따라 내진설계가 보편화 되어가고 있다. 본 연구에서는 발전소에서 쓰 이는 입축펌프를 해석대상기종으로하여 구조해석과 내진해석을 수행하엿다. 입축펌프는 큰 질량을 가진 모터가 펌프의 윗부분에 위치하고 있어 진동문 제가 야기되는 기종이다. 펌프의 고유진동수는 기초부의 강성과 수조의 내수 위에 따라 변하며, 펌프의 축계의 진동수에 비하여 구조계의 진동수가 운전 회전수에 가깝기 때문에 구조계의 진동이 문제시된다. 해석에 있어서 펌프는 단면이 변하는 Euler Beam으로 보고 유한요소법을 사용하여 모델링하였고, 물의 저항에 의한 부가질량을 고려하였다. 내진해석은 응답스펙트럼법으로 수행하였으며 GRS는 Housner가 0.2g에 대하여 제작한 것을 OBE 조건 (0.12g)으로 scaling하여 사용하였다. 각 모드에 대한 합성방법은 SRSS 법을 적용하였다. 또한 응답스펙트럼법과 시간이력해석의 결과를 비교하였으며, 시간이력해석에서, 수치해석방법으로는 Newmark법을 적용하였다. 지진자료 는, 1940년, California에서 발생한 Elcentro 지진 자료를 이용하였다. 연구수 행과정에서 기초강성계수와 수조내 물의 수위를 주된 인자로 하여 이들의 값에 따라 변하는 고유진동수를 고찰하고, 지진입력시 예상되는 최대응답을 구하여, 비교 분석하였다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.867-870
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• 2008

Flat plate system has many advantages, story height reduction, a term of works shortening and changeableness of space, etc. However structures become a tendency of higher stories and when we use RC column, the size of column grow larger. For this reason the use of CFT column is increasing more and more. Accordingly, this study carried out the nonlinear finite element analysis. As a result of analysis moment strength of the connection increased but ductility decreased as the top reinforcement ratio in th effective width increased. And moment strength and ductility of the connection decreased as gravity load ratio decreased. In the case that shearhead length is not more than 0.27m, the effectiveness of shearhead length on the moment strength and ductility of the connection were small relatively to other variables. Initial stiffness and moment strength of connection increased as slab thickness increased

• Korean Journal of Construction Engineering and Management
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• v.6 no.1 s.23
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• pp.140-150
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• 2005

Recently, quality inspection and defect management have been considered as one of the major issues for increasing customer satisfaction and corporate image in domestic construction industry. However, the quality inspection and defect management have not been performed systematically because of insufficient field managers, the excessive amount of documents, complicated work process and difficulty in communicating construction information. Therefore, the field manager could not perform the quality inspection and defect management work in time as well as the reliability of recorded quality and defect data was decreased. The primary objective of this study is to propose a quality inspection and defect management system using information technology which enables field managers to efficiently gather the information of defection in apartment housing. It is anticipated that the effective use of the proposed system would be able to imp개ve communication among the related participants and systematically accumulate data that might be used in similar construction projects.

• The KIPS Transactions:PartA
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• v.14A no.1 s.105
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• pp.55-62
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• 2007

Uptime of embedded processors for mobile devices are dependent on battery consumption. Especially the large portion of power consumption is known to be due to cache management in embedded processors. This paper proposes an energy efficient data cache structure for high performance embedded processors. High performance prefetching data cache issues prefetching instructions before issuing demand-fetch instructions based on reference predictions. These prefetching instruction bring reduction on memory delay by improving cache hit ratio, but on the other hand those increase energy consumption in proportion to the number of prefetching instructions. In this paper, we adopt tag history table on prefetching data cache for reducing energy consumption by minimizing parallel tag comparison. Experimental results show the proposed data cache improves performance on energy consumption as well as memory delay.

• Journal of the Earthquake Engineering Society of Korea
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• v.12 no.1
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• pp.79-87
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• 2008

Seismic performance evaluation of structure requires an estimation of the structural performance in terms of displacement demand imposed by earthquakes on the structure. Incremental Dynamic Analysis(IDA) is a analysis method that has recently emerged to estimate structural performance under earthquakes. This method can obtained the entire range of structural performance from the linear elastic stage to yielding and finally collapse by subjecting the structure to increasing levels of ground acceleration. Most structures are expected to deform beyond the limit of linearly elastic behavior when subjected to strong ground motion. The nonlinear response history analysis(NRHA) among various nonlinear analysis methods is the most accurate to compute seismic performance of structures, but it is time-consuming and necessitate more efforts. The nonlinear approximate methods, which is more practical and reliable tools for predicting seismic behavior of structures, are extensively studied. The uncoupled modal response history analysis(UMRHA) is a method which can find the nonlinear reponse of the structures for ESDF from the pushover curve using NRHA or response spectrum. The direct spectrum analysis(DSA) is approximate nonlinear method to evaluate nonlinear response of structures, without iterative computations, given by the structural linear vibration period and yield strength from the pushover analysis. In this study, the practicality and the reliability of seismic performance of approximate nonlinear methods for incremental dynamic analysis of mixed building structures are to be compared.

• Journal of the Institute of Electronics Engineers of Korea SD
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• v.42 no.11
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• pp.1-8
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• 2005

In this paper, we present design and prototyping of a low-cost, integrated multi-functional micro health sensor chip that can be used or embedded in widely consumer devices, such as cell phone and PDA, for monitoring environmental condition including air pressure, temperature and humidity. This research's scope includes basic individual sensor study, architecture for integrating sensors on a chip, fabrication process compatibility and test/evaluation of prototype sensors. The results show that the integrated TPH sensor has good characteristics of ${\pm}\;1\%FS$ of linearity and hysteresis for pressure sensor and temperature sensor and of ${\pm}\;5\%FS$ of linearity and hysteresis But if we use 3rd order approximation for humidity sensor, full scale error becomes much smaller and this will be one of our future study.

• Journal of Technology Innovation
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• v.21 no.1
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• pp.331-364
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• 2013

This work aims firstly to analyse the evaluation expertise in the National IT Industry Promotion Agency(NIPA) which is charge of funding and promoting R&D programs in the field of IT industry, a main part of 'Technology Innovation Program for Knowledge Economy' supported by the Ministry of Knowledge Economy. It will also discuss the policy means for improvement of the evaluation expertise of the NIPA. The results show that the evaluation system of the NIPA has been fair in stage of the selection of evaluators and the career management system of evaluators. But it will be necessary for improvement in stage of the surroundings supporting the expertise during evaluation practise. Therefore, in order to improve the evaluation expertise of the NIPA, I suggested and discussed 12 policy means in accordance with the short term perspective and long term one.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.23 no.4
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• pp.9-15
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• 2023

Existing simple statistics-based recommendation systems rely solely on students' course enrollment history data, making it difficult to identify classes that match students' preferences. To address this issue, this study proposes a personalized major subject recommendation system based on deep reinforcement learning (DRL). This system gauges the similarity between students based on structured data, such as the student's department, grade level, and course history. Based on this information, it recommends the most suitable major subjects by comprehensively considering information about each available major subject and evaluations of the student's courses. We confirmed that this DRL-based recommendation system provides useful insights for university students while selecting their major subjects, and our simulation results indicate that it outperforms conventional statistics-based recommendation systems by approximately 20%. In light of these results, we propose a new system that offers personalized subject recommendations by incorporating students' course evaluations. This system is expected to assist students significantly in finding major subjects that align with their preferences and academic goals.

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.4
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• pp.175-184
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• 2006

Two methods of the nonlinear static pushover analysis have been presented for the performance-based seismic design and evaluation of MDOF continuous bridges. Guidelines for buildings presented in FEMA-273 applying the Displacement Coefficient Method (DCM) and in ATC applying the Capacity Spectrum Method(CSM) have been modified for MDOF bridges. Two methods are compared with the time- history analysis. The lateral load distribution pattern for seismic loads has been examined in the static pushover analysis. The force-based fiber frame finite element has been implemented in the modeling of reinforced concrete piers.