• 한국강구조학회 논문집
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• 제15권1호
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• pp.41-50
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• 2003

구조물에 대한 비파괴 손상평가는 손상 전과 손상 후의 동적 특성으로부터 손상의 위치와 그 크기에 대한 정보를 제공한다. 기존 구조물의 시스템 신뢰도를 추정하기 위해서는 이러한 비파괴 손상평가의 결과가 부재요소의 파괴확률에 반영되어야 한다. 구조 부재의 파괴확률은 각 부재의 파괴함수로부터 신뢰성 이론을 이용하여 구할 수 있다. 본 논문에서는 각 부재의 파괴확률로부터 직접 구조 시스템의 파괴확률을 구할 수 있는 식을 제안하였다. 손상평가와 신뢰성평가 분야의 연계는 철골조 단층 프레임의 수치해석 모델에 인위적인 손상을 가하여 손상 전과 손상 후의 모달 변수를 이용하여 그 타당성을 입증하였다.

• Earthquakes and Structures
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• 제13권3호
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• pp.289-297
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• 2017

This paper presents seismic performance and reliability evaluation on steel-timber hybrid shear wall systems composed of steel moment resisting frames and infill light frame wood shear walls. Based on experimental observations, damage assessment was conducted to determine the appropriate damage-related performance objectives for the hybrid shear wall systems. Incremental time-history dynamic analyses were conducted to establish a database of seismic responses for the hybrid systems with various structural configurations. The associated reliability indices and failure probabilities were calculated by two reliability methods (i.e., fragility analysis and response surface method). Both methods yielded similar estimations of failure probabilities. This study indicated the greatly improved seismic performance of the steel-timber hybrid shear wall systems with stronger infill wood shear walls. From a probabilistic perspective, the presented results give some insights on quantifying the seismic performance of the hybrid system under different seismic hazard levels. The reliability-based approaches also serve as efficient tools to assess the performance-based seismic design methodology and calibration of relative code provisions for the proposed steel-timber hybrid shear wall systems.

• Earthquakes and Structures
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• 제18권4호
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• pp.519-526
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• 2020

Non-stationary random seismic response and reliability of multi-degree of freedom hysteretic structure system are studied based on the cumulative damage failure mechanism. First, dynamic Eqs. of multi-degree of freedom hysteretic structure system under earthquake action are established. Secondly, the random seismic response of a multi-degree freedom hysteretic structure system is investigated by the combination of virtual excitation and precise integration. Finally, according to the damage state level of structural, the different damage state probability of high-rise frame structure is calculated based on the boundary value of the cumulative damage index in the seismic intensity earthquake area. The results show that under the same earthquake intensity and the same floor quality and stiffness, the lower the floor is, the greater the damage probability of the building structure is; if the structural floor stiffness changes abruptly, the weak layer will be formed, and the cumulative damage probability will be the largest, and the reliability index will be relatively small. Meanwhile, with the increase of fortification intensity, the reliability of three-level structure fortification is also significantly reduced. This method can solve the problem of non-stationary random seismic response and reliability of high-rise buildings, and it has high efficiency and practicability. It is instructive for structural performance design and estimating the age of the structure.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2002년도 추계학술대회 논문집 전력기술부문
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• pp.361-364
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• 2002

The paper presents a basic study on reliability evaluation using METRIS for long term expansion planning of transmission system. The main frame of methodelogy of the reliability evaluation of a transmission system in the METRIS is based on evaluation philosophy that the reliability level of a transmission system is equal to difference between the reliability level of HLII and that of HLI. While basic general theory of probabilistic reliability evaluation of transmission system has been presented, the GUI characteristics of input/out data system of METRIS have been demonstrated by the RBTS case study on METRIS.

• Structural Engineering and Mechanics
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• 제23권5호
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• pp.455-468
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• 2006

Smart structural systems are defined as ones that demonstrate the ability to modify their characteristics and/or properties in order to respond favorably to unexpected severe loading conditions. The performance of such a task requires a set of additional components to be integrated within such systems. These components belong to three major categories, sensors, processors and actuators. It is wellknown that all structural systems entail some level of uncertainty, because of their extremely complex nature, lack of complete information, simplifications and modeling. Similarly, sensors, processors and actuators are expected to reflect a similar uncertain behavior. As it is imperative to be able to evaluate the impact of such components on the behavior of the system, it is as important to ensure, or at least evaluate, the reliability of such components. In this paper, a system model for reliability assessment of smart structural systems is outlined. The presented model is considered a necessary first step in the development of a reliability assessment algorithm for smart structural systems. The system model outlines the basic components of the system, in addition to, performance functions and inter-relations among individual components. A fault tree model is developed in order to aggregate the individual underlying component reliabilities into an overall system reliability measure. Identification of appropriate limit states for all underlying components are beyond the scope of this paper. However, it is the objective of this paper to set up the necessary framework for identifying such limit states. A sample model for a three-story single bay smart rigid frame, is developed in order to demonstrate the proposed framework.

• 방송공학회논문지
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• 제16권6호
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• pp.1058-1068
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• 2011

비디오 프레임 율 증가 변환은 최근에 가전 분야에서 비디오 정보원과 더불어 디스플레이 포맷의 폭발적인 증가에 힘입어 매우 많은 관심의 대상이 되었다. 대부분의 진보된 FRUC 알고리즘은 보간된 프레임들의 움직임 벡터장을 결정하는 효과적인 움직임 보간 기술을 사용하고 있다. 그러나 수신기의 후처리 분야와 같은 응용 분야에서는 움직임 보상 보간 프레임이 얼마나 잘 복원되었는지에 대한 정보를 필요로 한다. 이와 같은 목적을 달성하기 위해, 먼저, 본 논문에서는 움직임 보상 보간 프레임의 블록 단위로 신뢰도를 측정할 수 있는 비용 함수들을 도입한다. 그런 후에 이러한 함수들을 사용하여 움직임 보상 보간 프레임에서 얼마나 많은 잡음이 포함되어 있는지를 평가할 수 있는 두 가지의 왜곡 예측 모델을 제안한다. 모의실험을 통하여 제안된 왜곡 예측 방식은 움직임 보상 보간 프레임의 잡음을 효과적으로 예측할 수 있음을 보인다.

• 한국콘텐츠학회논문지
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• 제18권3호
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• pp.354-360
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• 2018

정보통신기술의 발달로 최근 컴퓨터 기술의 발달은 교수자, 학습자들 모두에게 새로운 방식의 교육개념과 교육시스템의 도입을 촉진해왔다. 이에 본 연구는 21세기의 새로운 기술요구에 따라 강조되고 있는 인식론적 프레임(Epistemic Frame)에 대한 이론적 모형 구축과 이를 평가할 수 있는 핵심 평가문항을 구축함을 목적으로 한다. 구체적으로는 첫째, 인식론적 프레임 이론적 모형을 도메인 분석을 통하여 구축한다. 둘째, 구축된 이론적 모형의 구성요소들을 평가할 수 있는 평가요소들을 개발하고자 한다. 마지막으로 개발된 평가문항을 요인분석과 Cronbach's alpha분석을 통하여 타당도와 신뢰도를 평가하였다. 연구 결과로는 컴퓨터를 활용하여 학습할 수 있는 인식적 프레임의 이론 모형제시하고, 이를 평가할 수 있는 평가문항들의 타당도와 신뢰도를 실증적 통계적 분석을 통하여 결과를 제시하였다. 본 연구는 컴퓨터를 활용하여 다양한 영역에서 인식론적 프레임이 적용된 교육프로그램을 개발하는 연구자 및 실무자들에게 유용한 정보를 제공할 것으로 기대된다.

• 대한토목학회논문집
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• 제13권4호
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• pp.27-37
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• 1993

응력 및 변위제약 하에 뼈대구조물의 초소중량설계를 얻기 위한 효율적인 방법을 제안한다. 주문제작이 빈번히 이루어지는 공학설계의 응용을 위해 다음의 5가지 단면형상을 고려하였다.(rectangular형, frame형, tube형, channel형 그리고 I형). 최적화 과정의 효율성을 증진시키기 위해 구조응답량(절점력, 변위)을 단면성질에 대해 1차 Taylor급수 전개했고 반면에 단면치수를 설계변수로 고려하였다. 제안된 방법의 효율성과 신뢰성을 보이기 위해 수치예를 통해 다른 방법에 의한 결과와 비교하였다. 그 결과 구조해석의 수를 크게 감소시킬 수 있었으며 뼈대구조물의 최적화에 매우 효율적으로 적용될 수 있음을 알게 되었다.

• 지식경영연구
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• 제6권1호
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• pp.19-32
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• 2005

The reliability of technology valuation depends on, among other things, the reliability of the discount rate estimate. The weighted average cost of capital, generally accepted as discount rate, consists of cost of equity and cost of debt. The model used to estimate the cost of equity for publicly traded firms can not be used directly for small-sized venture firms. In addition, the estimation of cost of debt become very difficult, given the limited and volatile price history, because these small-sized venture firms do not have associated credit ratings. Since two kinds of cost of capital for the small-sized venture firms can not be estimated directly from market data, this study suggests statistical frame works for estimating unknown two kinds of cost of capital. The estimates of underlying cost of capital will help determine the size of appropriate discount rate with logical and scientific way when the technology valuation for small-sized venture firms is made. This study also suggests the necessity of the risk premium for the technology competitiveness to improve the estimation of the appropriate discount rate for small-sized venture firms.

• Journal of Computational Design and Engineering
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• 제2권1호
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• pp.16-25
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• 2015

Since construction projects are large and complex, it is especially important to provide concurrent construction process to BIM models with construction automation. In particular, the schematic Quantity Take-Off (QTO) estimation on the BIM models is a strategy, which can be used to assist decision making in just minutes, because 70-80% of construction costs are determined by designers' decisions in the early design stage. This paper suggests a QTO process and a QTO prototype system within the building frame of Open BIM to improve the low reliability of estimation in the early design stage. The research consists of the following four steps: (1) analyzing Level of Detail (LOD) at the early design stage to apply to the QTO process and system, (2) BIM modeling for Open BIM based QTO, (3) checking the quality of the BIM model based on the checklist for applying to QTO and improving constructability, and (4) developing and verifying a QTO prototype system. The proposed QTO system is useful for improving the reliability of schematic estimation through decreasing risk factors and shortening time required.