• 정보보호학회논문지
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• 제25권4호
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• pp.727-738
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• 2015

현재 전력 분석은 여러 가지 부채널 분석 중 가장 활발하게 연구되고 있다. 1999년 Kocher 등에 의해 차분 전력 분석이 제안된 이후로 소프트웨어/하드웨어 기반 암호 디바이스를 대상으로 하는 다양하고 현실적인 전력 분석 공격이 제안되었다. 본 논문은 공개키 암호 알고리즘에 대하여 단 하나의 파형을 이용하는 전력분석에 안전한 대응기법의 취약성을 분석한다. 2010년 ICICS에서 Clavier 등은 단 하나의 지수승 파형으로 비밀 정보를 찾아낼 수 있는 수평적 상관관계 분석과 그에 대한 대응기법을 제안하였다. 그 중 하나인 "Blind operands in LIM" 대응기법은 큰 정수 곱셈의 두 입력에 대한 덧셈 블라인딩을 이용하여 비밀정보와 관련된 중간 값 노출을 막는다. 그럼에도 불구하고 이 대응기법은 공격자가 알고 있는 평문에 대한 전력 누설을 일으킬 수 있는 취약점을 가지고 있다. 본 논문에서는 세 가지 공격시나리오를 통해 취약점을 분석했고 실제적인 실험을 통해 이를 증명하였다.

• 한국수자원학회논문집
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• 제37권4호
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• pp.283-292
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• 2004

과거에는 신규댐 건설 여건이 비교적 양호하였으므로 기존댐의 용량 재할당을 고려할 필요가 없었다. 그러나 신규댐의 건설이 어려운 현 상황에서 기존댐의 효율적 이용이 절실히 필요하게 되어, 다목적댐의 용량 재할당에 대한 연구가 필요하게 되었다. 본 연구에서는 금강유역의 대청다목적댐을 대상으로 여러 가지 저수용량 재할당 대안에 대하여 현재 금팜강유역 수문상황의 변화를 적절히 반영할 수 있는 저수지 재할당 기법을 적용하고, 수위하강 빈도, 발전량, 신뢰도, 복원도 및 취약도 분석을 통하여 이수능력의 변화를 평가하였다. 그 결과 용담댐으로 인한 유입량 감소에 따른 대청댐 이수능력의 감소는 홍수조절용량을 이수용량으로 재할당 함으로써 일부분 증가시킬 수 있다는 것을 확인하였다.

• Advances in concrete construction
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• 제9권4호
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• pp.337-343
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• 2020

In the present study, by employing fragility analysis, the seismic vulnerability of a concrete girder bridge, one of the most common existing structural bridge systems, has been performed. To this end, drift demand model as a fundamental ingredient of any probabilistic decision-making analyses is initially developed in terms of the two most common intensity measures, i.e., PGA and Sa (T₁). Developing a probabilistic demand model requires a reliable database that is established in this paper by performing incremental dynamic analysis (IDA) under a set of 20 ground motion records. Next, by employing Bayesian statistical inference drift demand models are developed based on pre-collapse data obtained from IDA. Then, the accuracy and reasonability of the developed models are investigated by plotting diagnosis graphs. This graphical analysis demonstrates probabilistic demand model developed in terms of PGA is more reliable. Afterward, fragility curves according to PGA based-demand model are developed.

• Earthquakes and Structures
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• 제15권4호
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• pp.419-429
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• 2018

The seismic vulnerability analysis of multi-span bridges can be based on the response of the piers, provided that deck, bearings and foundations remain elastic. The lateral response of an RC bridge pier can be affected by different mechanisms (i.e., flexure, shear, lap-splice or buckling of the longitudinal reinforcement bars, second order effects). In the literature, simplified formulations are available for mechanisms different from the flexure. On the other hand, the flexural response is usually calculated with a numerically-based Moment-Curvature diagram of the base section and equivalent plastic hinge length. The goal of this paper is to propose a simplified analytical solution to obtain the Moment-Curvature relationship for hollow circular RC sections. This based on calibrated polynomials, fitted against a database comprising 720 numerical Moment-Curvature analyses. The section capacity curve is defined through the position of 6 characteristic points and they are based on four input parameters: void ratio of the hollow section, axial force ratio, longitudinal reinforcement ratio, transversal reinforcement ratio. A case study RC bridge pier is assessed with the proposed solution and the results are compared to a refined numerical FEM analysis, showing good match.

• 한국방재학회 논문집
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• 제7권2호통권25호
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• pp.25-33
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• 2007

선진국에서는 폭염이 발생하면 폭염경고시스템을 바탕으로 경보가 발령되며 이에 따른 지방자치단체(지자체)별 행동요령이나 대응 시나리오가 구축되어 있다. 우리나라도 소방방재청에서 수립한 폭염종합대책을 토대로 지자체별로 계획을 세우고 있으나, 폭염경고시스템이나 폭염취약계층에 대한 정의 및 구체적인 대응 시나리오가 마련되어 있지 않다. 이에 본 연구에서 예방 및 대비, 대응, 복구의 재해관리 단계로 나누어 외국의 선진 사례를 분석하고, 우리나라 폭염종합대책의 현황과 문제점을 살펴보았으며 나아가 폭염종합대책의 위상강화와 내용을 보완하는 운영방안을 도출하였다.

• Multiscale and Multiphysics Mechanics
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• 제1권2호
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• pp.143-156
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• 2016

Reinforced concrete (RC) structures require advanced analysis techniques for better estimation of their seismic responses, especially in the case of exhibiting complex three-dimensional coupling of torsional and flexural behaviors. This study focuses on validating a numerical approach for evaluating the seismic response of a three-dimensional unsymmetrical RC structure through the participation in the SMART 2013 international benchmark program. The benchmark program provides material properties, detailed drawings of the RC structure, and input ground motions for the seismic response evaluation. In this study, nonlinear constitutive models of concrete and rebar were formed and local tests were conducted to verify the constitutive models in finite element analysis. Elastic calibration of the finite element model of the SMART 2013 RC structure was performed by comparing numerical and experimental results in modal and linear time history analyses. Using the calibrated model, nonlinear earthquake analysis and seismic fragility analysis were performed to estimate the behavior and vulnerability of the RC structure with various ground motions.

• Structural Engineering and Mechanics
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• 제82권3호
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• pp.385-400
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• 2022

Sky-bridges between adjacent buildings can enhance lateral stiffness and limit the impact of lateral forces. This study analysed the structural capabilities and dynamic performances of sky-bridge-coupled buildings under various sets of ground motions. Finite Element (FE) analyses were carried out with the link being iteratively repositioned along the full height of the structures. Incremental dynamic analysis (IDA) and probabilistic damage distribution were also applied. The results indicated that the establishment of sky-bridges caused a slight change in the natural frequency and mode shapes. The sky-bridge system was shown to be efficient in controlling displacement and Inter-Storey Drift Ratio (%ISDR) and reducing the probability of damage in the higher floors. The most efficient location of the sky-bridge, for improving its rigidity, was found to be at 88% of the building height. Finally, the effects of two types of materials (steel and concrete) and end conditions (hinged and fixed) were studied. The outcomes showed that coupled buildings with a sky-bridge made of steel with hinged connection could withstand ground motions longer than those made of concrete with fixed connection.

• International Journal of Concrete Structures and Materials
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• 제9권3호
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• pp.345-367
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• 2015

Past earthquakes have signaled the increased collapse vulnerability of mainshock-damaged bridge piers and urgent need of repair interventions prior to subsequent cascading hazard events, such as aftershocks, triggered by the mainshock (MS). The overarching goal of this study is to quantify the collapse vulnerability of mainshock-damaged substandard RC bridge piers rehabilitated with different repair jackets (FRP, conventional thick steel and hybrid jacket) under aftershock (AS) attacks of various intensities. The efficacy of repair jackets on post-MS resilience of repaired bridges is quantified for a prototype two-span single-column bridge bent with lap-splice deficiency at column-footing interface. Extensive number of incremental dynamic time history analyses on numerical finite element bridge models with deteriorating properties under back-to-back MS-AS sequences were utilized to evaluate the efficacy of different repair jackets on the post-repair behavior of RC bridges subjected to AS attacks. Results indicate the dramatic impact of repair jacket application on post-MS resilience of damaged bridge piers-up to 45.5 % increase of structural collapse capacity-subjected to aftershocks of multiple intensities. Besides, the efficacy of repair jackets is found to be proportionate to the intensity of AS attacks. Moreover, the steel jacket exhibited to be the most vulnerable repair intervention compared to CFRP, irrespective of the seismic sequence (severe MS-severe or moderate AS) or earthquake type (near-fault or far-fault).

• Earthquakes and Structures
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• 제16권4호
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• pp.501-512
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• 2019

In this study, seismic vulnerability assessment and seismic isolation retrofit of Bayburt Yakutiye Mosque is investigated. Bayburt Yakutiye Mosque was built in the early 19th century at about 30-meter distance to Coruh river in the center of Bayburt in Turkey. The walls of historical masonry structure were built with regional white and yellow stones and the domes of the mosque was built with masonry bricks. This study is completed in four basic phases. In first phase, experimental determination of the regional white stone used in the historical structure are investigated to determine mechanical properties as modulus of elasticity, poison ratio and compression strengths etc. The required information of the other materials such as masonry brick and the regional yellow stone are obtained from literature studies. In the second phase, three dimensional finite element model (FEM) of the historical masonry structure is prepared with 4738 shell elements and 24789 solid elements in SAP2000 software. In third phase, the vulnerability assessment of the historical mosque is researched under seismic loading such as Erzincan (13 March 1992), Kocaeli (17 August 1999) and Van (23 November 2011) earthquakes. In this phase, the locations where damage can occur are determined. In the final phase, rubber base isolators for seismic isolation retrofit is used in the macro model of historical masonry mosque to prevent the damage risk. The results of all analyses are comparatively evaluated in details and presented in tables and graphs. The results show that the application of rubber base isolators can prevent to occur the destructive effect of earthquakes.

• 예술인문사회 융합 멀티미디어 논문지
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• 제7권6호
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• pp.871-880
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• 2017

최근 들어, 인터넷 망을 이용한 서비스들이 초연결 구조로 결합 및 융합하여 발전되고 있다. 이러한 사물인터넷망은 기존의 센서 노드, 디바이스, 종단간 단말기 등의 이기종의 디바이스로 구성되며 서로 다른 종류의 프로토콜을 변화하여 실현되고 있다. 그 대표적인 것이 헬스 케어 시스템으로, 사물인터넷을 이용함으로써 의료기기, 환자, 의사들 간의 의료 정보가 매우 신속하게 전달될 수 있는 장점을 가지며, 이동성 및 관리적 측면에서 편리성을 가진다. 그러나 이러한 사물인터넷 망을 이용할 경우 센서 노드에서의 저용량의 메모리 공간, 낮은 컴퓨팅 능력, 저전력 등의 하드웨어적인 제한 요소로 인하여 기존의 암호 엔진을 내장하기는 불가능 하다. 기존의 표준 알고리즘을 구현하기에는 하드웨어적인 제한 요소로 인하여 현재의 기술로는 구현이 어렵다. 따라서 이러한 문제점으로 인해 보안적인 취약성이 존재한다. 현재에는 많은 연구자들은 경량화 알고리즘 및 저전력의 회로 설계에 주안점을 두고 있다. 따라서 본 논문에서는 일반적인 헬스 케어 시스템의 구조를 분석하고, 사물인터넷 기반의 종단간의 헬스 케어 시스템에서의 보안적인 이슈 및 문제점을 분석하였다.