• 한국구조물진단유지관리공학회 논문집
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• 제22권5호
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• pp.64-71
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• 2018

본 연구는 방음재를 삽입한 새로운 개념의 합성슬래브 시스템을 제안하고, T-형 바의 폭, 전단보강 철근의 설치 등을 실험의 주요변수로 한 총 7개의 실험체를 제작 Push-Down실험방법으로 수행한 수평전단성능에 대한 실험 결과를 제공하고 있다. 실험결과 T-형 바를 전단키로 적용하고 방음재를 삽입한 실험체가 기본실험체에 비해 수평전단성능에서 2배 이상 우수한 것으로 나타났다. 이는 제안한 합성슬래브상세를 실제 현장 적용하여도 기존의 합성슬래브 보다 구조적 측면에서 상당한 안전율을 확보할 것으로 생각되며, 내진동 및 방차음의 개선에도 크게 기여할 것으로 판단된다.

• 한국구조물진단유지관리공학회 논문집
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• 제7권4호
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• pp.225-233
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• 2003

최근 성능에 근거한 설계법의 개발과 더불어, 변위설계에 대한 관심이 증가하고 있다. 본 연구에서는 다층 RC 골조의 변위성능을 보다 정확하게 평가할 수 있는 방법을 제시하고자 한다. 이를 위해, 골조의 횡변위를 계산하기 위해서 보와 기둥의 변형뿐만 아니라 정착부와 조인트 부분의 변형을 변위 산정시 고려하였다. 기존의 실험 및 계산결과의 비교로부터, 본 연구에서 제시한 방법의 적합성을 확인하였고, 이를 강한 기둥-약한 보의 설계개념을 설계된 다층 RC골조 건물에 적용하여 그 거동을 예측하였다. 그 결과, 보다 정확한 건물의 변위성능을 평가하기 위해서는 정착부와 조인트의 변형을 반드시 반영하여야 하는 것으로 나타났다.

• Journal of Information Technology Applications and Management
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• 제15권3호
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• pp.209-225
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• 2008

The purpose of this study is to examine the relationship between IT human capability and knowledge transfer and the role of absorptive capacity between them. From the test of both measurement and structural model using Partial Least Squares (PLS), IT human capability is found to be significant to absorptive capacity and knowledge transfer. Absorptive capacity is also significantly related to knowledge transfer. The interesting result found in this study is that the path of absorptive capacity drawn from IT human capability to knowledge transfer is stronger than the direct relationship between IT human capability and knowledge transfer, indicating that absorptive capacity plays an important role in knowledge transfer. This result indicates that IT personnel with stronger technical skill, interpersonal skill and management capability are more likely to acquire and learn knowledge effectively from outside expertise. Moreover, this study shows that absorptive capacity, the individual’s ability to utilize external knowledge is derived from IT human capability and strongly effects on transferring knowledge from outsourcing vendors. This study suggests IT related managers that the development of IT human capability and absorptive capacity should be recognized for a successful exploitation of outside knowledge within a firm. It is also a necessary condition for a successful IT implementation and maintenance independently and economically from outside vendors.

• Structural Monitoring and Maintenance
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• 제9권1호
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• pp.81-105
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• 2022

The use of concrete filled steel tube (CFST) column is widely accepted due to its property of high axial load carrying capacity, more ductility and more resistant to earthquake specially using in bridges and high-rise buildings. The initial imperfection (δ) that produces during casting or fixing causes the reduction in load carrying capacity, this is the reason, experimental capacity is always less then theoretical one. In this research, the effect of δ on load carrying capacity and behavior of concrete filled steel tube (CFST) column have been investigated by numerically simulation of large number of models with different δ and other geometric parameters that include length (L), width (B), steel tube thickness (t), f'_c and f_y. Finite element analysis software ANSYS v18 is used to develop model of SCFST column to evaluate strength capacity, buckling and failure pattern of member which is applied during experimental study under cyclic axial loading. After validation of results, 42 models with different parameters are evaluated to develop empirical equation predicting axial load carrying capacity for different value of δ. Results indicate that empirical equation shows the 0 to 9% error for finite element analysis Forty-two models in comparison with ANSYS results, respectively. Empirical equation can be used for predicting the axial capacity of early estimating the axial capacity of SCFT column including 𝛿.

• 한국방재안전학회논문집
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• 제15권3호
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• pp.89-99
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• 2022

교량은 경제 및 사회적 활동에 토대가 되는 핵심적인 사회기반시설이다. 우리나라의 교량은 70년대 경제발전과 함께 건설되기 시작하여 80~90년대에 집중적으로 건설되었다. 최근, 공용년수가 30년을 초과하는 교량의 수가 증가하고 있어서 교량의 안전을 확보하기 위해서는 지속적인 유지관리가 필요하다. 특히, 교량 노후화에 대응하기 위하여 ICT 기술을 활용한 유지관리, 예방적 유지관리, 생애주기 비용 절감, 교량 장수명화와 같은 기술 개발 연구들이 활발히 추진되고 있다. 본 논문은 교량의 내하성능 추정 모델 개발 연구의 일환으로 교량의 안전성 평가 자료에 기초한 상관관계 분석 결과를 제시한다. 분석 결과를 통해, 교량의 내하성능과 상관성이 높은 지표를 도출하였다.

• 한국물환경학회지
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• 제22권5호
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• pp.905-912
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• 2006

In this paper, simulation methods of the system dynamics model developed by Das et al. (1997) for activated-sludge wastewater treatment plants are illustrated in an attempt to determine the operating rules and the policies related to capacity expansion of an activated-sludge wastewater treatment plant. For existing conditions, the analyses were performed by varying activated-sludge return rate to observe changes in effluent water quality and treatment efficiency. The effluent water quality is also analyzed for various average daily inflow conditions and activated-sludge return rates. As a result, without expanding the aeration tank, maximum average daily inflow that can satisfy the effluent water quality standard of BOD $0.02kg/m^3$ was determined as $2,840m^3/hr$, subject to 100% of activated-sludge return rate while other factors remain constant. When the activated-sludge return rate is less than 100%, expansion of the aeration tank is necessary and minimum sizes of the aeration tank to satisfy the effluent water quality standard were determined for various activated-sludge return rates. In addition, the total operating and maintenance as well as unit treatment cost regression equations for activated-sludge wastewater treatment plants are suggested by using the cost data that are obtained from Water and Wastewater Division, Ministry of Environment. The regression analyses showed that the economies of scale phenomena exist in the operating and maintenance costs of activated-sludge wastewater treatment plants.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.482-486
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• 2008

전동차의 유지보수를 위한 철도차량기지는 신선 건설시 계획되거나 리모델링을 하고 있다. 하지만, 차량기지를 건설할 때 검수시설 규모를 산정하는데 검수규정에 의해 설계를 하고 있으나 명확한 기준이나 표준방안이 설정되어 있지 않다. 차량기지의 설계규모 산정 시 설계기준이나 규모산정의 여유율 등은 대부분 일본의 사례를 참조하여 설계되고 있는 실정이다. 일반적으로 검수공정은 그 프로세스가 정형화 되어있다. 따라서 이러한 프로세스를 보다 세분화하고 검증이 이루어진다면 표준안이 마련될 수 있을 것이다. 본 연구는 정형화되어 있는 검수 프로세스를 BPR기법을 적용하여 Modeling하고, 실제 국내 철도차량기지의 중수선공장의 검수공정 Layout을 토대로 공정분석 및 시뮬레이션 기법을 통하여 검수 용량을 검증하고자 한다. 또한, 이 자료를 기반으로 한 시뮬레이션 결과를 기존에 사용하였던 여유율(파동율)의 적정수준 및 적용방향을 제시하고자 한다.

• 대한전기학회논문지:전력기술부문A
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• 제48권3호
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• pp.234-240
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• 1999

This paper presents a new approach for large-scale generator maintenance scheduling optimizations. The generator preventive maintenance scheduling problems are typical discrete dynamic n-dimensional vector optimization ones with several inequality constraints. The considered objective function to be minimized a subset of{{{{ { R}^{n } }}}} space is the variance (i.g., second-order momentum) of operating reserve margin to levelize risk or reliability during a year. By its nature of the objective function, the optimal solution can only be obtained by enumerating all combinatorial states of each variable, a task which leads to computational explosion in real-world maintenance scheduling problems. This paper proposes a new priority search mechanism based on each generator's discrete sensitivity value which was analytically developed in this study. Unlike the conventional capacity-based priority search, it can prevent the local optimal trap to some extents since it changes dynamically the search tree in each iteration. The proposed method have been applied to two test systems (i.g., one is a sample system with 10 generators and the other is a real-world lage scale power system with 280 generators), and the results anre compared with those of the conventional capacith-based search method and combinatorial optimization method to show the efficiency and effectiveness of the algorithm.

• 전기학회논문지P
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• 제64권4호
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• pp.273-276
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• 2015

In this paper, ESS capacity installed in industrial customer is calculated using economic analysis. To do this, electric charge for industrial customer is analyzed and power management system(PMS) of ESS is selected. Reduction of kW cost and kWh cost are set to 'benefit' according to operation of ESS. Also, installation cost and maintenance cost of ESS are set to 'cost'. Proper ESS capacity is determined as a result of benefit-to-cost(B/C) analysis according to the variation of ESS installation cost. In case study, B/C is analyzed for the specific industrial customer and minimum capacity of ESS to make a profit are proposed for the customer.

• Steel and Composite Structures
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• 제10권6호
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• pp.475-487
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• 2010

Most of steel structures in various industries are subjected to corrosion due to environmental exposure. Corrosion damage is a serious problem for these structures which may reduce their carrying capacity. These aging structures require maintenance and in many cases, replacement. The goal of this research is to consider the effects of corrosion by developing a model that estimates corrosion loss as a function of exposure time. The model is formulated based on average measured thickness data collected from three severely corroded I-beams (nearly 30 years old). Since corrosion is a time-dependent parameter. Analyses were performed to calculate the lateral buckling capacity of steel beam in terms of exposure time. Minimum curves have been developed for assessment of the remaining lateral buckling capacity of ordinary I-beams based on the loss of thicknesses in terms of exposure time. These minimum curves can be used by practicing engineers for better estimates on the service life of corrosion damaged steel beams.