• Structural Engineering and Mechanics
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• 제28권4호
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• pp.357-372
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• 2008

This study investigates effect of uncertainty in natural vibration period on the seismic demand. It is shown that since this uncertainty affects the acceleration and displacement responses differently, two ratios, one relating peak acceleration responses and the other relating the peak displacement responses, are not equal and both must be employed in evaluating and defining the critical seismic demand. The evaluation of the ratios is carried out using more than 200 strong ground motion records. The results suggest that the uncertainty in the natural vibration period impacts significantly the statistics of the ratios relating the peak responses. By using the statistics of the ratios, a procedure and sets of empirical equations are developed for estimating the probability consistent seismic demand for both linear and nonlinear systems.

• 한국경영과학회지
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• 제17권2호
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• pp.53-90
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• 1992

THis study examines a contingency relationship between task uncertainty and structure of project teams in conjunction with the leader-member communication patterns. Multivariate analyses are used to analyze the data from 63 R & D project teams of research laboratory in a large manufacturing corporation. Major findings for this study can be summarized as follows. First, project teams with an organic structure are found to yield high performance when task uncertainty is high, while project teams with a mechanistic structure achieve high performance when their tasks are relatively certain. Second, patterns of leader-member comunication are significantly associated with both task uncertainty and structural characteristics of project teams. This implies that leaders of project teams communicate with their members in more conslutative manner when their tasks are uncertain or when their team structure exhibits organic characteristics. Finally, task uncertainty playus a significant moderating role in the relationship between consultative communication patterns and performance of project teams. Based upon these findings, this study offers several theoretical, practical, and methodological implications.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 추계학술대회 논문집
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• pp.504-509
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• 2011

The military communication equipment is required the high reliability for operating adequate functions under severe conditions. This reliability is the essential element for the quality of the product, for the uncontrolled factors, such as the clearance, damage of the material, the reduction of stiffness, which are the designer is unable to handle. In this paper, the uncertainty for the design was supposed to the probability model for the military communication equipment, and the average of the objective function was minimized for reducing design uncertainty. The reliability-based design optimization which was implemented the limit state function was formulated into the mathematical model, so the reliable optimized structure was implemented than the base-line design.

• Structural Engineering and Mechanics
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• 제46권4호
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• pp.447-458
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• 2013

Splitting tensile strength (STS) is a respectable mechanical property reflecting ability of the concrete. The STS of concrete is mainly related to compressive strength (CS), water/binder (W/B) ratio and concrete age. In this study, the assessment of STS is made by a novel uncertainty-oriented method which uses least square optimization and then predicts STS of concrete by uncertain (fuzzy) numbers. The approximation method addresses a novel integration of fuzzy set theory and multivariate statistics. The numerical examples showed that the method is applicable with relatively limited data. In addition, the prediction of uncertainty at various levels of possibility can be described. In conclusion, the uncertainty-oriented interval analysis can be suggested an effective tool for appraising the uncertainties in concrete technology.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2001년도 ICCAS
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• pp.95.3-95
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• 2001

This paper investigates the simultaneous use of mixed H2/H_inf and mu-synthesis design methodology to design a robust controller for flexible link. We adopt four steps to design control system as follows: Step 1 : Generally, there are differences between the nominal and real model, so we consider the plant as a combination of parametric model uncertainty and unstructured uncertainty represents real structural uncertainties associated with the damping ratios of the flexible modes retained in the nominal model without payload. denotes the uncertainty which is due to the payload added at the tip. Step 2 : We adopt the mixed H2/H_inf theory to design a feedback controller K(s) by using the model uncertainty ...

• Structural Engineering and Mechanics
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• 제56권5호
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• pp.707-726
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• 2015

There is a growing trend of considering uncertainty in optimization process since last few decades. In this regard, Robust Design Optimization (RDO) scheme has gained increasing momentum because of its virtue of improving performance of structure by minimizing the variation of performance and ensuring necessary safety and feasibility of constraint under uncertainty. In the present study, RDO of reinforced concrete folded plate and shell structure has been carried out incorporating uncertainty in the relevant parameters by Monte Carlo Simulation. Folded plate and shell structures are among the new generation popular structures often used in aesthetically appealing constructions. However, RDO study of such important structures is observed to be scarce. The optimization problem is formulated as cost minimization problem subjected to the force and displacements constraints considering dead, live and wind load. Then, the RDO is framed by simultaneously optimizing the expected value and the variation of the performance function using weighted sum approach. The robustness in constraint is ensured by adding suitable penalty term and through a target reliability index. The RDO problem is solved by Sequential Quadratic Programming. Subsequently, the results of the RDO are compared with conventional deterministic design approach. The parametric study implies that robust designs can be achieved by sacrificing only small increment in initial cost, but at the same time, considerable quality and guarantee of the structural behaviour can be ensured by the RDO solutions.

• 한국전자통신학회논문지
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• 제19권1호
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• pp.241-248
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• 2024

사회적으로, 조직이 보유한 정보 자원에 대한 엄격한 관리를 요구하고 있다. 조직들은 기술적으로 외부 정보 침입에 대처해야 할 뿐 아니라, 내부자에 의한 정보 노출 가능성까지 관리해야 하는 상황에 직면해 있다. 하지만, 조직이 도입한 정보보안 정책, 기술 등은 조직 내부의 보안 수준 달성에 도움을 주지만, 과도하거나 체계적이지 못한 보안 구조는 조직원의 불확실성을 높일 수 있다. 본 연구는 정보보안 관련 조직의 구조적인 불확실성 요인을 제시하고 행동에 미치는 영향을 제시한다. 즉, 정보보안 정책, 기술, 그리고 커뮤니케이션 불확실성이 구조적으로 존재할 수 있음을 밝힌다. 정보보안 환경 관련 선행연구를 통해 연구 모델과 가설을 제시하였으며, 구조방정식 모델링을 적용하여 가설을 검정하였다. 가설 검정 결과, 정보보안 정책, 기술, 그리고 커뮤니케이션 불확실성이 조직원의 역할 정체성과 준수 의도를 감소시켰다. 연구 결과는 조직 내 정보보안 관련 구조적인 불확실성 개선 조건을 제시하였기 때문에, 조직 내부의 정보보안 목표 달성을 위한 환경 전략 방향을 제언한다.

• 한국전산구조공학회논문집
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• 제27권6호
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• pp.605-613
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• 2014

신뢰성 해석을 수행할 때 정보부족으로 인해 발생하는 인식론적 불확실성(epistemic uncertainty)은 고유의 변동성에 의해 존재하는 내재적 불확실성(aleatory uncertainty)보다 더 중요하게 다뤄야 한다. 그러나 그동안 개발된 확률이론은 주로 내재적 불확실성을 모델링하는데 이용된 반면, 인식론적 불확실성의 모델링에 대해서는 아직 확실한 접근법이 없었다. 최근 이를 위해 probability theory를 포함한 여러 접근법들이 제시되고 있지만 이들은 서로 다른 통계적 이론들을 바탕으로 도출되었기 때문에, 각 방법들의 결과들을 이해하는데 어려움이 있었다. 본 연구에서는 고장 확률을 계산하는 문제를 가지고 이러한 방법들이 인식론적 불확실성을 어떻게 다루는지를 비교, 분석하였다. 이를 위해 probability method, combined distribution method, interval analysis method 그리고 evidence theory를 대상으로 신뢰도 분석문제에 대해 각 방법들의 특징들을 비교하였으며, 그 결과는 다음과 같다. 입력변수의 확률분포 형태를 알 수 있다면 probability method가 가장 우수하나, 이를 전혀 모르면 interval method를 사용해야 한다. 그러나 계산비용 면에서는 두 방법이 유사하므로 결국 입력변수의 확률특성 정보가 얼마나 있느냐에 따라 방법을 선택한다. Combined distribution method는 failure probability의 평균만 제공하므로 사용하지 않는 것이 좋다. 다만 이 방법은 계산비용이 매우 적게 드는 장점이 있다. Evidence theory는 probability와 interval 방법의 중간에 해당하며, 구간별 probability assignment를 세분화 할수록 probability결과에 접근한다. 이 방법은 계산비용이 가장 높은 것이 문제이다.

• Asia pacific journal of information systems
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• 제11권2호
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• pp.141-158
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• 2001

This paper examines the effects of environmental uncertainty, structural decentralization, formalization, complexity and task interdependence on the information sharing through information system. 197 firms in Korea are surveyed and analyzed to investigate the relationship between the contextual variables and the information sharing. The result of multiple regression analysis shows that task interdependence, structural decentralization, complexity are significant factors to influence on the Information Sharing. Also, additional analysis shows that task interdependence, structural decentralization are major factors in service industry, and task interdependence, structural complexity are in manufacturing industry.

• Smart Structures and Systems
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• 제10권4_5호
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• pp.375-391
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• 2012

This paper reports the structural health monitoring benchmark study results for the Canton Tower using Bayesian methods. In this study, output-only modal identification and finite element model updating are considered using a given set of structural acceleration measurements and the corresponding ambient conditions of 24 hours. In the first stage, the Bayesian spectral density approach is used for output-only modal identification with the acceleration time histories as the excitation to the tower is unknown. The modal parameters and the associated uncertainty can be estimated through Bayesian inference. Uncertainty quantification is important for determination of statistically significant change of the modal parameters and for weighting assignment in the subsequent stage of model updating. In the second stage, a Bayesian model updating approach is utilized to update the finite element model of the tower. The uncertain stiffness parameters can be obtained by minimizing an objective function that is a weighted sum of the square of the differences (residuals) between the identified modal parameters and the corresponding values of the model. The weightings distinguish the contribution of different residuals with different uncertain levels. They are obtained using the Bayesian spectral density approach in the first stage. Again, uncertainty of the stiffness parameters can be quantified with Bayesian inference. Finally, this Bayesian framework is applied to the 24-hour field measurements to investigate the variation of the modal and stiffness parameters under changing ambient conditions. Results show that the Bayesian framework successfully achieves the goal of the first task of this benchmark study.