• 한국정보과학회:학술대회논문집
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• 한국정보과학회 2003년도 봄 학술발표논문집 Vol.30 No.1 (C)
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• pp.148-150
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• 2003

지리적으로 분산된 유휴 자원들을 통합하여, 하나의 메타 컴퓨팅 환경을 제공하기 위한 연구가 활발히 진행되고 있다. 대표적인 것으로 그리드를 들 수 있는데, 통신망에 연결된 슈퍼컴퓨터. 클러스터 워크스테이션, 대용량 저장장치 및 측정장치 등과 같은 자원을 공유하는 더 강력한 가상의 컴퓨팅 환경이다. 그리드의 세부분야 중 어카운팅 분야는 다른 분야와는 달리 아직 그 연구가 미미한 상태이고 그리드의 특성상 기존의 플랫폼에서 취해왔던 방식이 그대로 적용되기 어려운 점이 있다. 본 논문에서는 그리드 환경에 적합하도록 분산 어카운팅을 제공하고 각 사이트의 자율성을 보장할 수 있는 어카운팅 플랫폼을 설계하였다.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.706-707
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• 2015

Our country is aiming at 30% reductions in building energy consumption accounting for 39% of the total energy consumption by 2020[1]. For this purpose, the government is developing and applying the Building Energy Management System (hereinafter, referred to as "BEMS", Smart plug, etc.) while the researches on new renewable energy development. BEMS, which is applied with focus on large buildings, is inducing energy management of the entire building through energy measurement and data management, but considering its economic efficiency, it's very difficult to apply BEMS to small & medium-size buildings. Hereupon, this study intends to implement the case analysis of deterioration and economic efficiency of major equipment in buildings on the basis of electricity consumption which has been measured targeting small & medium-size buildings for a certain period by taking into account that equipment deterioration is a contributor to the increase in energy consumption.

• Structural Engineering and Mechanics
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• 제89권4호
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• pp.399-409
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• 2024

Assessment of existing concrete bridges is a challenge for owners. It has greater economic impact when compared to designing new bridges. When using conventional linear analyses, judgment of the engineer is required to understand the behavior of redundant structures after the first element in the structural system reaches its ultimate capacity. The alternative is to use a predictive tool such as advanced nonlinear finite element analyses (ANFEA) to assess the overall structural behavior. This paper proposes a new reliability framework for the assessment of existing bridge structures using ANFEA. A general framework defined in previous works, accounting for material uncertainties and concrete model performance, is adapted to the context of the assessment of existing bridges. A "shifted" reliability problem is defined under the assumption of quasi-deterministic dead load effects. The overall exercise is viewed as a progressive pushover analysis up to structural failure, where the actual safety index is compared at each event to a target reliability index.

• 한국수자원학회논문집
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• 제53권6호
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• pp.437-450
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• 2020

본 연구에서는 우리나라의 기후 특성의 영향으로 종종 발생하는 무유출량의 간헐하천 유역(Ephemeral catchment)에 확률기반 격자형 수문 모형을 구축하였다. 격자형 모형의 구축을 위하여 Sacramento Soil Moisture Accounting Model (SAC-SMA) 유출 모형을 사용하였으며 라우팅 모형의 결합으로 격자형 강우-유출 모형을 구축하였다. 확률 모형의 표현을 위하여 에러 모형을 결합시켰으며 간헐하천 유역에 적합하게 표현하기 위해서 검열된 오류 모형(censoring error model)을 사용하였다. 기존에 많이 사용되는 정규화된 오류 모형과의 비교를 통하여 본 연구에서 구축한 모형의 적합성을 평가하였다. 먼저 과거 주된 연구와 유역에 대한 검토를 통하여 그 필요성을 논하였으며 우리나라에서 수문 모형에 많이 사용되는 용담댐을 선정하여 수문 모형을 구축하였다. 결과적으로 본 연구에서 구축한 두개의 모형이 둘 다 신뢰할 만한 결과를 보여주지만 검열된 오류 모형의 사용이 더욱 적합한 결과를 보여주는 것을 확인하였다. 이 과정에서 기존의 방법론은 확률 기반의 유출량의 표현에 있어서 0 이하의 음수값을 상당히 표현하였으며 이는 현실이지 못한 수문 모델링의 표현을 의미한다. 본 연구에서는 또한 두 모형의 심층적인 비교를 위하여 심화된 간헐하천 유역을 구축하고 수문 모델링을 하였다. 결과적으로 무유출의 빈도 증가에 따라 무유출량을 고려하는 검열된 오류 모형의 효율이 증가하는 것을 알 수 있었다. 본 연구에서 얻은 결과는 우리나라의 수문 모델링에 있어서 간헐하천 유역에 대한 고려가 필요하다는 것을 의미한다.

• 한국건설관리학회논문집
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• 제15권2호
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• pp.104-111
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• 2014

한국의 독특한 건설산업구조인 주택 선분양 구조, 건설회사의 채무보증 계약이 포함된 PF사업 구조 등에 의해 K-IFRS 도입에 의한 회계처리 방식의 변화는 대체로 건설업체의 재무제표를 악화시키는 방향으로 작용할 것으로 예상되고 있다. 이에 따라 K-IFRS는 국내 건설산업 전반에 심각한 영향을 미칠 수 있는 중요한 이슈이며 건설업체들은 K-IFRS 도입에 대한 대응전략을 구상하고 있다. 이러한 관점에서 본 연구에서는 이에 본 연구에서는 최근 공시된 K-IFRS 회계기준 적용 재무자료를 활용하여 K-IFRS 도입이 건설업체에 미치는 영향을 실증분석하는 것을 목적으로 하였다. 분석방법은 KMV 모형을 활용하여 기존 회계기준인 GAAP 일 경우와 K-IFRS일 경우의 각 업체별 EDF를 산출하여 이를 비교하였다. 분석 결과 대부분 건설업체가 K-IFRS 도입으로 인해 악영향을 받는 것으로 나타났다. 또한 기존 GAAP 회계기준일 때 재무제표가 상대적으로 양호한 업체가 그렇지 않은 업체보다 K-IFRS 도입 영향을 더 많이 받을 것으로 판단된다. 게다가 K-IFRS 도입은 중소형 건설업체보다 PF 사업에 채무보증을 제공해 온대형 건설업체에게 더 큰 영향을 미칠 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제12권1호
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• pp.51-69
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• 2001

Whereas the potential of static inelastic analysis methods is recognised in earthquake design and assessment, especially in contrast with elastic analysis under scaled forces, they have inherent shortcomings. In this paper, critical issues in the application of inelastic static (pushover) analysis are discussed and their effect on the obtained results appraised. Areas of possible developments that would render the method more applicable to the prediction of dynamic response are explored. New developments towards a fully adaptive pushover method accounting for spread of inelasticity, geometric nonlinearity, full multi-modal, spectral amplification and period elongation, within a framework of fibre modelling of materials, are discussed and preliminary results are given. These developments lead to static analysis results that are closer than ever to inelastic time-history analysis. It is concluded that there is great scope for improvements of this simple and powerful technique that would increase confidence in its employment as the primary tool for seismic analysis in practice.

• Steel and Composite Structures
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• 제24권3호
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• pp.339-349
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• 2017

In this paper, a conventional refined plastic hinge analysis is improved to account for the effects of local buckling and lateral-torsional buckling. The degradation of flexural strength caused by these effects is implicitly considered using practical LRFD equation. The second-order effect is captured using stability functions to minimize modeling and solution time. An incremental-iterative scheme based on the generalized displacement control method is employed to solve the nonlinear equilibrium equations. A computer program is developed to predict the second-order inelastic behavior of space steel frames. To verify the accuracy and efficiency of the proposed program, the obtained results are compared with the existing results and those generated using the commercial finite element package ABAQUS. It can be concluded that the proposed program proves to be a reliable and effective tool for daily use in engineering design.

• 산업경영시스템학회지
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• 제2권2호
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• pp.33-38
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• 1979

This thesis aimed at studying the development of the engineering manpower in industrial society today. In order to achieve the purpose, we must to be supported by its training to be based on the continuous government planning for the development of manpower It is proper that strategic management should be conducted for the vocational engineer training. In the view of the present situation, we dare assert that the following management should be followed ; 1. We believe that the motives of the engineer will be caused by the law of official rearing, 2. For the manager's concern, it is need for the system of accounting in the manpower to be established, 3. For the efficiency each other, it is urgent to take a trianqular position for the confidence through the value of rationalism above all mentioned words are concerned with having high morale and a normal act for the engineer.

• 산업경영시스템학회지
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• 제33권3호
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• pp.219-224
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• 2010

Depreciation accounting has as its main objective, the recovery of the original cost of plant investment less net salvage, over the estimated useful life of that plant. Accuracy of the whole life technique in meeting this objective depends entirely on the original estimates of service life and net salvages for an account. Where the whole life technique has been used and original estimates prove inaccurate, excessive or deficient accumulations in the depreciation reserve frequently occur. To overcome this, the remaining life technique is suggested to better match the challenges of accelerated technology and competition within the regulated environment. The flexibility of the remaining life technique will allow an even chance to provide a complete recovery of the original cost.

• Advances in Computational Design
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• 제5권2호
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• pp.177-193
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• 2020

In the present research, dynamic analysis of functionally graded (FG) graphene-reinforced beams under thermal loading has been carried out based on finite element approach. The presented formulation is based on a higher order refined beam element accounting for shear deformations. The graphene-reinforced beam is exposed to transverse periodic mechanical loading. Graphene platelets have three types of dispersion within the structure including uniform-type, linear-type and nonlinear-type. Convergences and validation studies of derived results from finite element approach are also presented. This research shows that the resonance behavior of a nanocomposite beam can be controlled by the GPL content and dispersions. Therefore, it is showed that the dynamical deflections are notably influenced by GPL weight fractions, types of GPL distributions, temperature changes, elastic foundation and harmonic load excitation frequency.