• Steel and Composite Structures
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• 제16권1호
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• pp.21-44
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• 2014

The aim of this study is to determine the dynamic characteristics of long reinforced concrete highway bridges with post-tension tendons using analytical and experimental methods. It is known that the deck length and height of bridges are affected the dynamic characteristics considerably. For this purpose, Berta Bridge constructed in deep valley, in Artvin, Turkey, is selected as an application. The Bridge has two piers with height of 109.245 m and 85.193 m, and the total length of deck is 340.0 m. Analytical and experimental studies are carried out on Berta Bridge which was built in accordance with the balanced cantilever method. Finite Element Method (FEM) and Operational Modal Analysis (OMA) which considers ambient vibration data were used in analytical and experimental studies, respectively. Finite element model of the bridge is created by using SAP2000 program to obtain analytical dynamic characteristics such as the natural frequencies and mode shapes. The ambient vibration tests are performed using Operational Modal Analysis under wind and human loads. Enhanced Frequency Domain Decomposition (EFDD) and Stochastic Subspace Identification (SSI) methods are used to obtain experimental dynamic characteristics like natural frequencies, mode shapes and damping ratios. At the end of the study, analytical and experimental dynamic characteristic are compared with each other and the finite element model of the bridge was updated considering the material properties and boundary conditions. It is emphasized that Operational Modal Analysis method based on the ambient vibrations can be used safely to determine the dynamic characteristics, to update the finite element models, and to monitor the structural health of long reinforced concrete highway bridges constructed with the balanced cantilever method.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제2권2호
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• pp.120-133
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• 2008

This paper presents a novel approach for facial motion tracking and facial expression cloning to create a realistic facial animation of a 3D avatar. The exact head pose estimation and facial expression tracking are critical issues that must be solved when developing vision-based computer animation. In this paper, we deal with these two problems. The proposed approach consists of two phases: dynamic head pose estimation and facial expression cloning. The dynamic head pose estimation can robustly estimate a 3D head pose from input video images. Given an initial reference template of a face image and the corresponding 3D head pose, the full head motion is recovered by projecting a cylindrical head model onto the face image. It is possible to recover the head pose regardless of light variations and self-occlusion by updating the template dynamically. In the phase of synthesizing the facial expression, the variations of the major facial feature points of the face images are tracked by using optical flow and the variations are retargeted to the 3D face model. At the same time, we exploit the RBF (Radial Basis Function) to deform the local area of the face model around the major feature points. Consequently, facial expression synthesis is done by directly tracking the variations of the major feature points and indirectly estimating the variations of the regional feature points. From the experiments, we can prove that the proposed vision-based facial expression cloning method automatically estimates the 3D head pose and produces realistic 3D facial expressions in real time.

• 한국지능시스템학회논문지
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• 제15권3호
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• pp.282-288
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• 2005

본 논문에서는 기존의 침입탐지 모델인 오용탐지 모델과 비정상 탐지 모델의 장점은 유지하되 단점은 보완하는 견지에서 새로운 침입탐지 모델을 제안한다. MMIDS로 명명된 새로운 침입탐지시스템은 다음의 평가 기준들을 모두 만족하는 차원에서 설계되었다: 1) 시스템에서 학습되지 않은 새로운 공격 유형의 신속한 발견; 2) 탐지된 공격 유형에 대한 세부적 정보의 제공; 3) 빠르고 효율적인 학습 및 갱신으로 인한 경제적인 시스템의 유지/보수; 4) 시스템의 점증성(incrementality) 및 확장성. MMIDS의 핵심 구성요소로 새롭게 제안된 다중 클래스 SVM은 빠르고 효율적인 학습 및 갱신이 가능하여 침입탐지 시스템의 유지보수 비용을 절감할 수 있다. 실험을 통해 유사한 공격 패턴에 대한 분류성능 및 각 공격 유형별 세분화 능력이 우수함을 보인다.

• Nuclear Engineering and Technology
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• 제27권3호
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• pp.336-343
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• 1995

적응제어의 한 방식인 자기동조제어(STR) 방식이 비선형 노심 모델의 출력 조정에 적용된다. 적응제어는 비선형, 시변 및 확률(Stochastic) 시스템을 위한 준최적 제어기를 설계하기 위한 적절한 제어 방식이다. 제어계통은 미지의 시변 파라메타를 갖는 3차 선형 모델에 기초한다. 파라메타는 가변 망각계수를 도입한 늑장 최소자승법에 의하여 매시간(Time Step) 순환적으로 평가된다. 평가된 파라메타를 이용하여 한 스텝 먼저 냉자재 평균온도가 예측되고 이 예측된 값과 Setpoint 값과의 차이를 최소화함은 물론, 제어봉의 움직임을 막고자 가중(Weighted) One-step-ahead 제어기가 설계된다. 또한 적분동작이 첨가되어 정상상태 에러가 제거된다. 넓은 운전영역을 포괄하는 비선형 PWR 모델이 원자로 출력 조정을 위한 본 제어기를 시뮬레이션하는데 이용되었다. 시뮬레이션 결과로부터 본 제어기의 성능이 우수한 것으로 판명되었다.

• 정보보호학회논문지
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• 제25권3호
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• pp.531-546
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• 2015

비대화형 키 교환 프로토콜은 키 교환을 위한 별도의 통신을 없애 시스템 내 효율성을 높일 수 있는 키 교환 프로토콜이다. 그러나 개인키 업데이트를 하지 않는 일반적인 비대화형 키 교환 프로토콜은 임시키를 사용하지 않기 때문에 전방향 안전성(forward secrecy)을 만족하지 못한다. 2012년 Sang 등은 인증서를 사용하지 않는 공개키 기반의 비대화형 키 교환(CL-NIKE : Certificateless Non-Interactive Key Exchange) 프로토콜을 제안하였지만, 이에 대한 안전성 증명이 없고 전방향 안전성을 제공하지 않는다. 본 논문에서는 새로운 CL-NIKE와 그에 대한 안전성 모델을 제안하고, 제안한 프로토콜이 해당 모델에서 안전함을 DBDH 가정(Decision Bilinear Diffie-Hellman Assumption)을 기반으로 증명한다. 추가적으로 다선형 함수(Multilinear map)를 사용한 개인키 업데이트를 통해 전방향 안전성을 만족하는 인증서 기반이 아닌 비대화형 키 교환 프로토콜을 제안하고 증명한다.

• 정보처리학회논문지D
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• 제12D권5호
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• pp.789-796
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• 2005

현재 대부분의 도서관 정보검색 시스템들은 키워드 정합매칭(exacting matching) 방법으로 검색 서비스를 제공하고 있으므로, 검색 결과의 양이 방대하고 비적합한 결과가 많이 포함되어 있다. 따라서 본 논문에서는 키워드기반 검색 엔진의 단점을 보완하고 현재 도서관 검색 환경을 고려하여 보다 적합한 결과를 사용자에게 신속하게 제공하기 위하여 전공분류표와 사용자 프로파일을 이용한 검색 모델 SULRM(Retrieval Model using Subject Classification Table, User Profile & LSI)을 제안한다. SULRM은 키워드 검색 결과로 얻은 자료들을 분류된 자료의 경우와 미분류된 자료의 경우로 나누어, 분류된 자료의 경우에는 전공분류표를 생성하여 자료 필터링을 수행하고, 미분류된 자료의 경우에는 사용자 프로파일과 LSI(Latent Semantic Indexing)을 이용하여 자료의 순위를 결정해서 사용자에게 제시한다. 실험평가는 우리 대학의 디지털 도서관을 실험환경으로 하여 필터링 방법, 사용자 프로파일 갱신 방법, 그리고 문서순위결정 방법의 성능을 측정한다.

• 한국ITS학회 논문지
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• 제11권6호
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• pp.31-39
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• 2012

본 연구에서는 기존 기종점 트립 기반 교통시뮬레이션이 가지는 한계를 극복하고 대규모 지역이나 도시를 대상으로 개별 통행주체의 활동기반(activity-based) 모형의 적용가능성을 검증하기 위한 기초 연구로 단속류 가로구간을 대상으로 차량추종모형의 근간이 되는 가 감속 및 차로변경 등의 제어변수를 우리 실정에 맞게 보정(calibration)하는 방안을 제시하였다. 특히, 기존 한 cell의 크기인 7.5m보다는 1.0m가 단속류의 교통특성을 보다 잘 구현함을 확인하였으며 각 차량들에 ID를 부여하여 차량의 거동 특성을 추적하는 기법을 제시하였다. 나아가 차종을 세분화하고 대상구간의 차종비율을 적용시켜 실제 단속류에서의 차량의 주행특성을 분석하였다. 제안한 모델의 검증을 위해 대구시 수성구의 달구벌대로 일부 가로구간을 대상으로 시뮬레이션 한 결과 실제 단속류의 교통특성 구현이 가능함을 확인하였다.

• Smart Structures and Systems
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• 제15권1호
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• pp.99-117
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• 2015

The Stonecutters Bridge (SCB) in Hong Kong is the third-longest cable-stayed bridge in the world with a main span stretching 1,018 m between two 298 m high single-leg tapering composite towers. A Wind and Structural Health Monitoring System (WASHMS) is being implemented on SCB by the Highways Department of The Hong Kong SAR Government, and the SCB-WASHMS is composed of more than 1,300 sensors in 15 types. In order to establish a linkage between structural health monitoring and maintenance management, a Structural Health Rating System (SHRS) with relevant rating tools and indices is devised. On the basis of a 3D space frame finite element model (FEM) of SCB and model updating, this paper presents the development of an SHR-oriented 3D multi-scale FEM for the purpose of load-resistance analysis and damage evaluation in structural element level, including modeling, refinement and validation of the multi-scale FEM. The refined 3D structural segments at deck and towers are established in critical segment positions corresponding to maximum cable forces. The components in the critical segment region are modeled as a full 3D FEM and fitted into the 3D space frame FEM. The boundary conditions between beam and shell elements are performed conforming to equivalent stiffness, effective mass and compatibility of deformation. The 3D multi-scale FEM is verified by the in-situ measured dynamic characteristics and static response. A good agreement between the FEM and measurement results indicates that the 3D multi-scale FEM is precise and efficient for WASHMS and SHRS of SCB. In addition, stress distribution and concentration of the critical segments in the 3D multi-scale FEM under temperature loads, static wind loads and equivalent seismic loads are investigated. Stress concentration elements under equivalent seismic loads exist in the anchor zone in steel/concrete beam and the anchor plate edge in steel anchor box of the towers.

• 디지털산업정보학회논문지
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• 제17권3호
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• pp.105-119
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• 2021

The purpose of this study is to examine the organizational politics, resistance change, turnover intention, and organizational commitment of organizational members during mergers and acquisitions. Recently, many companies are interested in mergers and acquisitions for business diversification and market extension. A merger is a legal consolidation of two entities into one, whereas an acquisition occurs when one entity takes ownership of another entity's stock, equity interests, or assets. This research model establishes a structural equation model. This model is set in a causal relationship between manager's organizational politics, peer organizational politics, and change resistance and the change resistance has a causal relationship of turnover and tissue immersion. In particular, this study will test different of organizational politics by position. Research results, the organizational politics of managers and colleagues have shown increasing change resistance. The change resistance has resulted in a reduction of organizational commitment and an increase of turnover intention. Next, the position analysis showed that top management level, middle management level, and working-level officials showed different organizational politics. The working-level officials are influenced by their manager politics and are influenced in organizational commitment and turnover intention by change resistance. The middle manager level is influenced by the organizational politics of bosses and colleagues, and organizational commitment is weakened by change resistance. The CEO level is not affected by organizational politics in the company, but the turnover intention is strengthened and the organizational commitment is weakened by the change resistance. This study has contributed to further updating the theory of organizational politics based on mergers and acquisitions. As a practical implication, we suggest an organizational integration strategy for a new organization.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제13권3호
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• pp.1502-1522
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• 2019

Leakage of secret keys may be the most devastating problem in public key cryptosystems because it means that all security guarantees are missing. The forward security mechanism allows users to update secret keys frequently without updating public keys. Meanwhile, it ensures that an attacker is unable to derive a user's secret keys for any past time, even if it compromises the user's current secret key. Therefore, it offers an effective cryptographic approach to address the private key leakage problem. As an extension of the forward security mechanism in certificate-based public key cryptography, forward-secure certificate-based signature (FS-CBS) has many appealing merits, such as no key escrow, no secure channel and implicit authentication. Until now, there is only one FS-CBS scheme that does not employ the random oracles. Unfortunately, our cryptanalysis indicates that the scheme is subject to the security vulnerability due to the existential forgery attack from the malicious CA. Our attack demonstrates that a CA can destroy its existential unforgeability by implanting trapdoors in system parameters without knowing the target user's secret key. Therefore, it is fair to say that to design a FS-CBS scheme secure against malicious CAs without lying random oracles is still an unsolved issue. To address this problem, we put forward an enhanced FS-CBS scheme without random oracles. Our FS-CBS scheme not only fixes the security weakness in the original scheme, but also significantly optimizes the scheme efficiency. In the standard model, we formally prove its security under the complexity assumption of the square computational Diffie-Hellman problem. In addition, the comparison with the original FS-CBS scheme shows that our scheme offers stronger security guarantee and enjoys better performance.