• 정신신체의학
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• 제27권2호
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• pp.77-84
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• 2019

연구목적 질병침습도 평가 척도(Illness Intrusiveness Rating Scale)란, 만성 질환을 앓는 환자에서 질병이나 치료가 삶의 질에 얼마나 영향을 미치는지 평가하기 위한 타당도가 입증된 자가보고식 검사이다. 여러 연구를 통하여 만성 질환자에서 요인 모델의 적합도가 보고되었으나, 정신 질환자를 대상으로는 그 요인 타당도가 확인되지 않았다. 본 연구는 불안 및 우울장애가 주요 진단인 정신건강의학과 외래환자 군을 대상으로 한국판 질병침습도 평가 척도(Illness Intrusiveness Rating Scale-Korean version, IIRS-K)의 요인 구조를 확인하고, 요인 타당도를 조사하기 위하여 진행되었다. 방 법 2010년부터 2013년까지 3년간 한양대학교 구리병원 정신건강의학과 외래 초진 환자를 연속적 수집하여 총 307명의 자료를 분석하였다. IIRS-K, Zung 자가평가 우울척도, Zung 자가평가 불안척도를 이용하였다. Cronbach's α계수를 통해 신뢰도를 분석하였고, Varimax 직각회전을 이용한 탐색적 주성분 분석과 최대우도법 중 보수적인 방법을 추정자(standard maximum likelihood estimator)로 확인적 요인분석을 시행하였다. IIRS-K의 하위 요인과 우울, 불안 증상간의 타당도는 Spearman 상관 분석으로 조사하였다. 결 과 IIRS-K의 내적 일치도는 0.9로 높은 신뢰도를 보였다. 13개 문항에서 3개 요인이 추출되었고, 총 분산의 63.2%를 설명하여, 58.3%를 설명한 원본 영문판과 유사한 요인 구조를 보였다. 3요인 분석이 가장 모델에 적합한 것을 확인적 요인분석으로 확인하였으며, 우울 및 불안 증상과도 정적인 상관관계를 보여 수렴 타당도를 입증하였다. 결 론 IIRS-K의 3요인구조는 조용한 취미 활동, 개인 발전 등 일부 문항 구성에서 원본과 차이를 보였고, 가족 관계나 배우자와의 관계, 경제 문제가 한 요인에 추출되는 것이 특징적이었다. 이는 문화적 특징을 반영한 결과라고 볼 수 있다. 이 연구는 정신건강의학과 임상군을 대상으로 IIRS-K의 요인 타당도를 입증한 첫 연구이며, 이를 통해 국내 정신건강의학과 환자의 삶의 질에 사용될 유용한 도구를 제공했다는 의의가 있다.

• Structural Monitoring and Maintenance
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• 제5권3호
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• pp.417-428
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• 2018

In this paper, various model reduction methods were assessed using a shear frame, plane and space truss structures. Each of the structures is one-dimensional, two-dimensional and three-dimensional, respectively. Three scenarios of poor, better, and the best were considered for each of the structures in which 25%, 40%, and 60% of the total degrees of freedom (DOFs) were measured in each of them, respectively. Natural frequencies of the full and reduced order structures were compared in each of the numerical examples to assess the performance of model reduction methods. Generally, it was found that system equivalent reduction expansion process (SEREP) provides full accuracy in the model reduction in all of the numerical examples and scenarios. Iterated improved reduced system (IIRS) was the second-best, providing acceptable results and lower error in higher modes in comparison to the improved reduced system (IRS) method. Although the Guyan's method has very low levels of accuracy. Structures were classified with the excitation frequency. High-frequency structures compared to low-frequency structures have been poor performance in the model reduction methods (Guyan, IRS, and IIRS).

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2007년도 추계 종합학술대회 논문집
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• pp.346-349
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• 2007

본 논문은 웹뉴스 및 리뷰 검색 서비스를 위해 만든 통합 검색 시스템을 소개한다. 검색 서비스를 위한 데이터 수집을 위해서 특정 사이트에서 수집한 뉴스와 리뷰 문서로부터 제목, 날짜, 저자, 본문처럼 특정한 영역의 데이터만 추출하는 XSLTRobot을 만들었다. XSLTRobot은 원하는 부분의 데이터만 추출하기 위해 XSLT 기술을 이용한다. 여러가지 검색 데이터 형식에 적합한 통합 검색엔진과 통합 검색엔진의 스토리지 모듈중 하나인 동적 색인 저장소(Dynamic Index Storage)를 소개한다. 동적 색인 저장소는 뉴스 데이터처럼 색인의 업데이트가 빨라야 하는 환경에 이용된다. 본 논문에서 제시하는 동적 색인 저장소는 대량의 실시간 업데이트 문서를 처리하지 않기 때문에 검색성능에 초점을 맞춰서 설계하였다.

• 대한기계학회논문집A
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• 제31권2호
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• pp.211-220
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• 2007

This work presents an iterated improved reduced system (IIRS) procedure combined with sub-structuring scheme for large structures. Iterated IRS methods are usually more efficient than others because the dynamic condensation matrix is updated repeatedly until the desired convergent values are obtained. However, using these methods simply for large structures causes expensive computational cost and even makes analyses intractable because of the limited computer storage. Therefore, the application of sub-structuring scheme is necessary. Because the large structures are subdivided into several (or more) sub-domains, the construction of dynamic condensation matrix does not require much computation cost in every iteration. This makes the present method much more efficient to compute the eigenpairs both in lower and intermediate modes. In Part I, iterated IRS method combined with sub-structuring scheme for undamped structures is presented. The validation of the proposed method and the evaluation of computational efficiency are demonstrated through the numerical examples.

• 대한기계학회논문집A
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• 제31권2호
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• pp.221-230
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• 2007

An iterated improved reduced system (IIRS) procedure combined with sub-structuring scheme for nonclassically damped structural systems is presented. For dynamic analysis of such systems, complex eigenproperties are required to incorporate properly the nonclassical damping effect. In complex structural systems, the equations of motion are written in the state space from. Thus, the number of degrees of freedom of the new equations of motion and the size of the associated eigenvalue problem required to obtain the complex eigenvalues and eigenvectors are doubled. Iterated IRS method is an efficient reduction technique because the eigenproperties obtained in each iteration step improve the condensation matrix in the next iteration step. However, although this reduction technique reduces the size of problem drastically, it is not efficient to apply this technique to a single domain finite element model with degrees of freedom over several thousands. Therefore, for a practical application of the reduction method, accompanying sub-structuring scheme is necessary. In the present study, iterated IRS method combined with sub-structuring scheme for nonclssically damped structures is developed. Numerical examples demonstrate the convergence and the efficiency of a newly developed scheme.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2008년도 정기 학술대회
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• pp.356-361
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• 2008

Eigenvalue reduction schemes approximate the lower eigenmodes that represent the global behavior of the structures. In the previous study, we proposed a two-level condensation scheme (TLCS) for the construction of a reduced system. And we have improved previous TLCS with combination of the iterated improved reduced system method (IIRS) to increase accuracy of the higher modes intermediate range. In this study, we apply previous improved TLCS to multi-level sub-structuring scheme. In the first step, the global system is recursively partitioned into a hierarchy of sub-domain. In second step, each uncoupled sub-domain is condensed by the improved TLCS. After assembly process of each reduced sub-eigenvalue problem, eigen-solution is calculated by Lanczos method (ARPACK). Finally, Numerical examples demonstrate performance of proposed method.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1998년도 춘계학술대회논문집; 용평리조트 타워콘도, 21-22 May 1998
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• pp.419-425
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• 1998

This paper presents a method of enhancing the accuracy of hybrid modelling that predicts dynamic characteristics of the coupled structure by synthesizing after FE analysis and vibration experimental analysis of the relevant individual substructure. Since most FE models in engineering problems are very large, dynamic analysis with the full FE model is costly. Frequency response function(FRF) synthesis after reducing the FE model can reduce this computational cost but introduce mode truncation error similarly in the case of considering only low-frequency mode after eigensolutions of the complete structure. This paper introduces a FRF of FE model for hybrid FRF synthesis, which is reduced by using IIRS methods and compensated through eigensolutions of the reduced model, and shows the effectiveness of the presented method.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.631-636
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• 2007

Eigenvalue reduction schemes approximate the lower eigenmodes that represent the global behavior of the structures. In the, we proposed a two-level condensation scheme(TLCS) for the construction of a reduced system. In first step, the of candidate elements by energy estimation, Rayleigh quotient, through Ritz vector calculation, and next, the primary degrees of freedom is selected by sequential elimination from the degrees of freedom connected the candidate elements in the first step. In the present study, we propose TLCS combined with iterative improved reduced system(IIRS) to increase accuracy of higher modes intermediate range. Also, it possible to control the accuracy of the eigenvalues and eigenmodes of the reduced system. Numerical examples demonstrate performance of proposed method.

• Smart Structures and Systems
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• 제10권4_5호
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• pp.313-329
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• 2012

A challenging issue in design and implementation of an effective structural health monitoring (SHM) system is to determine where a number of sensors are properly installed. In this paper, research on the optimal sensor placement (OSP) is carried out on the Canton Tower (formerly named Guangzhou New Television Tower) of 610 m high. To avoid the intensive computationally-demanding problem caused by tens of thousands of degrees of freedom (DOFs) involved in the dynamic analysis, the three dimension finite element (FE) model of the Canton Tower is first simplified to a system with less DOFs. Considering that the sensors can be physically arranged only in the translational DOFs of the structure, but not in the rotational DOFs, a new method of taking the horizontal DOF as the master DOF and rotational DOF as the slave DOF, and reducing the slave DOF by model reduction is proposed. The reduced model is obtained by IIRS method and compared with the models reduced by Guyan, Kuhar, and IRS methods. Finally, the OSP of the Canton Tower is obtained by a kind of dual-structure coding based generalized genetic algorithm (GGA).

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권4호
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• pp.904-921
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• 2014

The main objective of this paper is to propose a new Finite Element (FE) model updating technique for damped beam structures. The present method consists of a FE model updating, a Degree of Freedom (DOF) reduction method and a damping matrix identification method. In order to accomplish the goal of this study, first, a sensitivity-based FE model updating method using the natural frequencies and the zero frequencies is introduced. Second, an Iterated Improved Reduced System (IIRS) technique is employed to reduce the number of DOF of FE model. Third, a damping matrix is estimated using modal damping ratios identified by a curve-fitting method and modified matrices which are obtained through the model updating and the DOF reduction. The proposed FE model updating method is verified using a real cantilever beam attached damping material on one side. The updated result shows that the proposed method can lead to accurate model updating of damped structures.