• Nuclear Engineering and Technology
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• 제56권1호
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• pp.78-91
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• 2024

Double steel plate concrete composite shear wall (SCSW) has been widely utilized in nuclear power plants and high-rise structures, and its shear connectors have a substantial impact on the seismic performance of SCSW. Therefore, in this study, the mechanical properties of SCSW with angle stiffening ribs as shear connections were parametrically examined for the reactor containment structure of nuclear power plants. The axial compression ratio of the SCSW, the spacing of the angle stiffening rib arrangement and the thickness of the angle stiffening rib steel plate were selected as the study parameters. Four finite element models were constructed by using the finite element program named ABAQUS to verify the experimental results of our team, and 13 finite element models were established to investigate the selected three parameters. Thus, the shear capacity, deformation capacity, ductility and energy dissipation capacity of SCSW were determined. The research results show that: compared with studs, using stiffened ribs as shear connectors can significantly enhance the mechanical properties of SCSW; When the axial compression ratio is 0.3-0.4, the seismic performance of SCSW can be maximized; with the lowering of stiffener gap, the shear bearing capacity is greatly enhanced, and when the gap is lowered to a specific distance, the shear bearing capacity has no major affect; in addition, increasing the thickness of stiffeners can significantly increase the shear capacity, ductility and energy dissipation capacity of SCSW. With the rise in the thickness of angle stiffening ribs, the improvement rate of each mechanical property index slows down. Finally, the shear bearing capacity calculation formula of SCSW with angle stiffening ribs as shear connectors is derived. The average error between the theoretical calculation formula and the finite element calculation results is 8% demonstrating that the theoretical formula is reliable. This study can provide reference for the design of SCSW.

• 정보보호학회논문지
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• 제26권1호
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• pp.17-30
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• 2016

본 논문에서는 효율적인 공개키 기반 공모자 추적 및 제외 스킴을 제안하고자 한다. 공모자 추적 및 제외 스킴은 암호 전송 스킴(Broadcast encryption scheme)에 공모자 추적과 제외 기능을 추가한 것으로 악의적인 사용자들이 유출한 개인키 또는 공모한 해적판 키를 시스템에서 제외함으로서 스킴의 안전성을 유지하는 것이다. 또한 제외 기능은 일부 사용자만을 위한 암호문을 만들 수 있어 다양한 응용 환경에 적용할 수 있는 스킴이다. 본 논문에서는 합성수 위수의 겹선형 군을 기반으로 설계된 스킴[Augmented broadcast encryption scheme]을 소수 위수의 겹선형 군을 기반으로 하는 스킴으로 변화시켰고, 효율성의 척도인 공개키, 개인키, 암호문의 크기를 크게 개선했다. 또한 제외 기능에 대한 분석을 통해 기존 논문의 제한적인 제외 기능을 충분한 제외 기능으로 확장하는 결과를 얻을 수 있었다. 본 논문에서 제안하는 스킴의 구조는 계층적 구조 또는 피라미드 구조를 갖는 우리나라 정부, 군 조직 등에 쉽게 적용 가능하다.

• 정보처리학회논문지D
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• 제15D권5호
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• pp.721-732
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• 2008

본 연구의 목적은 모바일 인터넷의 실제 사용만족도에 영향을 미치는 잠재변수들을 탐색하고, 요인들 간의 복합적인 영향관계를 추정하는 것이다. 종속변수인 모바일 인터넷 사용만족도와 독립변수들 간의 관계적 유의성을 검증하기 위해서 DeLone과 McLean의 연구로부터 정보 품질, 시스템 품질, 서비스 품질을 재정의 하였고, 보안성이나 요금과 같은 새로운 변수들을 추가하였다. 최근까지 정보기술이나 서비스의 사용성에 관한 대다수 연구들은 기술수용모델(Technology Acceptance Model, TAM)을 채택하는 경향을 보였으며, 또한 모바일 인터넷에 특화된 심층적인 연구는 미비한 실정이다. 따라서 본 연구는 모바일 인터넷 분야의 고유적 특성에 적합한 연구모형을 개발하였고, 비중 있게 다루지 않았던 보안성, 요금특성이라는 변수의 유의성을 검증하였다는데 의미가 있다. 이를 위해, 435개의 표본 서베이를 통한 실증적 분석을 수행하였고, 다중회귀분석과 구조방정식 모형분석을 통해 변수 간 상호관련성을 검증하였다. 분석 결과, 정보 품질, 시스템 품질, 서비스 품질 요금특성, 보안성에 대한 유의성이 검증되었다.

• Steel and Composite Structures
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• 제42권1호
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• pp.91-106
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• 2022

Concrete-filled square stainless steel tubes (CFSSST), which possess relatively large flexural stiffness, high corrosion resistance and require simple joint configurations and low maintenance cost, have a great potential in constructional applications. Despite that the use of stainless steel may result in high initial cost compared to their conventional carbon steel counterparts, the whole-life cost of CFSSST is however considered to be lower, which offers a competitive choice in engineering practice. In this paper, a comprehensive experimental and numerical program on 24 CFSSST stub column specimens, including 3 austenitic and 3 duplex stainless steel square hollow section (SHS) stub columns and 9 austenitic and 9 duplex CFSSST stub columns, has been carried out. Finite element (FE) models were developed to be used in parametric analysis to investigate the influence of the tube thickness and concrete strength on the ultimate capacities more accurately. Comparisons of the experimental and numerical results with the predictions made by design guides ACI 318, ANSI/AISC 360, Eurocode 4 and GB 50936 have been performed. It was found that these design methods generally give conservative predictions to the ultimate capacities of CFSSST stub columns. Improved calculation methods, developed based on the Continuous Strength Method, have been proposed to provide more accurate estimations of the ultimate resistances of CFSSST stub columns. The suitability of these proposals has been validated by comparison with the test results, where a good agreement between the predictions and the test results have been achieved.

• 대한인간공학회지
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• 제26권4호
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• pp.91-101
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• 2007

The purpose of this study is to propose an optimal layout for the accelerator and brake pedals in sedan and SUV, and also to compare the pendant-type pedal with organ-type pedal. 12 male subjects participated in the experiment, the subjects were divided into 3 groups according to height percentile(under 50%ile, 50%ile to 75%ile, over 75%ile). Independent variables were seat height (H₃₀), X and Y coordinates of the center of accelerator and brake pedals and the x and y relative distance between two pedals. Dependent variable was subjective ratings for lower body discomfort. The response surface methodology using a central composite design was employed to develop a prediction model for lower body discomfort of each pedal. It is noticeable that the lateral position of the accelerator in all groups was not statistically significant. The optimal locations of both pedals were found to be distinct according to the percentile of subjects. X distance from accelerator to brake of both-type pedals is similar. But Y distance from accelerator to brake of organ-type is less about 2-3cm than that of pedant-type.

• 디지털융복합연구
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• 제11권5호
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• pp.159-168
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• 2013

본 연구에서는 국내 투자중개매매업을 영위하고 있는 29개 증권사들의 2011년도 실적을 토대로 BSC와 DEA를 결합한 모델을 적용하여 증권회사의 경영효율성을 분석해 보았다. 또한, 경영혁신의 기법으로서 BSC의 논리적 체계에 근거하여 효율성이라는 측면에서 국내증권사들의 경영실태를 평가해 보고자 하였다. 분석결과 고객 효율성 지수가 높은 기업이 종합지수가 높은 경향이 있는 것으로 나타나 고객관점 지수가 국내 증권사들의 종합 경영 효율성 산정에 중요한 요인으로 작용하고 있는 것으로 확인되었다. 또한 효율성 분석결과를 바탕으로 증권사들의 전통적 재무비율인 ROI와 ROA 등 수익성 비율과 효율성지수의 상관관계 분석을 실시한 결과 유의미한 양의 상관관계를 보여 BSC관점의 경영 효율성이 높은 기업들이 수익성 측면에서도 좋은 실적을 기록하고 있음을 확인하였다. 본 연구에서 제시한 BSC-DEA 결합모델은 증권업 분야 뿐 아니라 다른 산업 분야에서도 경영 효율성을 판단하는 좋은 경영지표로 활용되어질 것으로 기대되며, 기업의 유 무형자산에 대한 가치 평가를 통합할 수 있는 균형모델로 사용될 것으로 기대된다.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2005년도 추계종합학술대회
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• pp.591-594
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• 2005

This paper describes a design of AES-based CCM Protocol for IEEE 802.11i Wireless LAN Security. The CCMP core is designed with 128-bit data path and iterative structyre which uses 1 clock cycle per round operation. To maximize its performance, two AES cores are used, one is for counter mode for data confidentiality and the other is for CBC(Cipher Block Chaining) mode for authentication and data integrity. The S-box that requires the largest hardware in AES core is implemented using composite field arithmetic, and the gate count is reduced by about 23% compared with conventional LUT-based design. The CCMP core designed in Verilog-HDL has 35,013 gates, and the estimated throughput is about 768Mbps at 66-MHz clock frequency.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제10권4호
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• pp.1571-1589
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• 2016

Nodes in MANETs are battery powered which makes energy an invaluable resource. In OLSR, MPRs are special nodes that are selected by other nodes to relay their data/control traffic which may lead to high energy consumption of MPR nodes. Therefore, employing energy efficient MPR selection mechanism is imperative to ensure prolonged network lifetime. However, misbehaving MPR nodes tend to preserve their energy by dropping packets of other nodes instead of forwarding them. This leads to huge energy loss and performance degradation of existing energy efficient MPR selection schemes. This paper proposes an energy efficient secure MPR selection (ES-MPR) technique that takes into account both energy and security metrics for MPR selection. It introduces the concept of 'Composite Eligibility Index' (CEI) to examine the eligibility of a node for being selected as an MPR. CEI is used in conjunction with willingness to provide distinct selection parameters for Flooding and Routing MPRs. Simulation studies reveal the efficiency of ES-MPR in selection of energy efficient secure and stable MPRs, in turn, prolonging the network operational lifetime.

• Steel and Composite Structures
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• 제35권2호
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• pp.295-306
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• 2020

This paper deals with free vibration analysis of non-uniform column resting on elastic foundations and subjected to follower force at its free end. The internal pores and graphene platelets (GPLs) are distributed in the matrix according to different patterns. The model is proposed with material parameters varying in the thickness of column to achieve graded distributions in both porosity and nanofillers. The elastic modulus of the nanocomposite is obtained by using Halpin-Tsai micromechanics model. The differential quadrature method as an efficient and accurate numerical approach is used to discretize the governing equations and to implement the boundary conditions. It is observed that the maximum vibration frequency obtained in the case of symmetric porosity and GPL distribution, while the minimum vibration frequency is obtained using uniform porosity distribution. Results show that for better understanding of mechanical behavior of nanocomposite column, it is crucial to consider porosities inside the material structure.

• Steel and Composite Structures
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• 제47권4호
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• pp.523-537
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• 2023

This paper proposed a new self-centering brace (SCB), which consists of four post-tensioned (PT) high strength steel strands and energy absorbing steel plate (EASP) clusters. First, analytical equations were derived to describe the working principle of the SCB. Then, to investigate the hysteretic performance of the SCB, four full-size specimens were manufactured and subjected to the same cyclic loading protocol. One additional specimen using only EASP clusters was also tested to highlight the contribution of PT strands. The test parameters varied in the testing process included the thickness of the EASP and the number of EASP in each cluster. Testing results shown that the SCB exhibited nearly flag-shape hysteresis up to expectation, including excellent recentering capability and satisfactory energy dissipating capacity. For all the specimens, the ratio of the recovered deformation is in the range of 89.6% to 92.1%, and the ratio of the height of the hysteresis loop to the yielding force is in the range of 0.47 to 0.77. Finally, in order to further understand the mechanism of the SCB and provide additional information to the testing results, the high-fidelity finite element (FE) models were established and the numerical results were compared against the experimental data. Good agreement between the experimental, numerical, and analytical results was observed, and the maximum difference is less than 12%. Parametric analysis was also carried out based on the validated FE model to evaluate the effect of some key parameters on the cyclic behavior of the SCB.