• 제목/요약/키워드: P2P1 element

검색결과 704건 처리시간 0.031초

유비쿼터스 네트워크 환경의 멀티미디어 콘텐츠 보호를 위한 공모공격 방지 임베디드 시스템 설계 (An Embedded System Design of Collusion Attack Prevention for Multimedia Content Protection on Ubiquitous Network Environment)

  • 이강현
    • 전자공학회논문지CI
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    • 제47권1호
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    • pp.15-21
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    • 2010
  • 본 논문은 비디오 콘텐츠가 P2P 환경에서 배포될 때, 멀티미디어 핑거프린팅 코드를 삽입하는 알고리즘을 제안하고 공모공격 방지를 위한 공모 코드북 SRP(Small RISC Processor) 임베디드 시스템을 설계한다. 구현된 시스템에서는 웹서버에 업로드를 요청하는 클라이언트 사용자의 비디오 콘텐츠에 삽입된 핑거프린팅 코드를 검출하여 인증된 콘텐츠이면 스트리밍 서버로 전송을 하여 P2P 네트워크에 배포를 허락하고, 공모코드가 검출되면 스트리밍 서버로 비디오 콘텐츠의 전송을 차단하여 P2P 네트워크에 배포를 중지시키고, 또한 공모코드에 가담한 공모자를 추적한다. BIBD 코드 v의 10%를 공모자로 하여 평균화공격의 공모코드를 생성하였다. 이를 기반으로 공모공격 방지의 코드북이 설계 되었다. 비디오 콘텐츠의 온라인 스트리밍 서비스 ASF와 오프라인 제공 MP4의 비디오 압축에서는 I-프레임의 휘도성분 Y의 비트플랜 0~3에 핑거프린팅 코드의 삽입량이 0.15% 이상에서 삽입된 원코드와 검출된 코드의 상관계수는 0.15 이상이었다. 상관계수 0.1 이상에서 공모코드 검출율은 38% 그리고 상관계수 0.2 이상에서 공모자 추적율은 20%임을 확인하였다.

Non-linear analysis of pile groups subjected to lateral loads using 'p-y' curve

  • Chore, H.S.;Ingle, R.K.;Sawant, V.A.
    • Interaction and multiscale mechanics
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    • 제5권1호
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    • pp.57-73
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    • 2012
  • The paper presents the analysis of two groups of piles subjected to lateral loads incorporating the non-linear behaviour of soil. The finite element method is adopted for carrying out the parametric study of the pile groups. The pile is idealized as a one dimensional beam element, the pile cap as two dimensional plate elements and the soil as non-linear elastic springs using the p-y curves developed by Georgiadis et al. (1992). Two groups of piles, embedded in a cohesive soil, involving two and three piles in series and parallel arrangement thereof are considered. The response of the pile groups is found to be significantly affected by the parameters such as the spacing between the piles, the number of piles in a group and the orientation of the lateral load. The non-linear response of the system is, further, compared with the one by Chore et al. (2012) obtained by the analysis of a system to the present one, except that the soil is assumed to be linear elastic. From the comparison, it is observed that the non-linearity of soil is found to increase the top displacement of the pile group in the range of 66.4%-145.6%, while decreasing the fixed moments in the range of 2% to 20% and the positive moments in the range of 54% to 57%.

P.C. Anchoring 공법을 활용한 사면안정대책 (The Slope Stability Establishment with P.C. Anchoring Method)

  • 박철숙;손재호;인영길;장두희
    • 대한지질공학회:학술대회논문집
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    • 대한지질공학회 2002년도 정기총회 및 학술발표회
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    • pp.61-73
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    • 2002
  • 울산광역시 울주군 두동면 천전리 306번지 일대에 건설되는 대곡댐은 높이 52m, 길이 190m의 표면차수벽형 석괴댐이다. 대곡댐 건설사업과 관련하여 여수로 좌안사면 굴착공사를 시행 중 2000. 7. 23 13:00~7. 24. 04:00 67.0mm의 강우가 있은 후 Sta. No. 1~2, EL. 137~134m 지점에 균열이 발생하였다. 안정대책을 수립하고자 지표지질조사 및 평사투영법에 의한 안정성을 검토하고 굴착 후 예상되는 불안정 요소를 고려하여 사면의 부분적인 추가절취 및 Pre-stress가 가능한 SSL PC Anchoring에 의한 억지공법을 수립, 시공하였다.

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PMWN-PZT계 압전세라믹의 압전 및 유전 특성 (Characteristics of Piezoelectric and Dielectric of PMWN-PZT Ceramics)

  • 홍종국;이종섭;채홍인;윤만순;정수현;임기조
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2000년도 추계학술대회 논문집
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    • pp.188-191
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    • 2000
  • The properties of piezoelectric and dielectric for 0.05Pb(Mn$\_$0.4/W$\_$0.2/Nb$\_$0.4/)O$_3$ - 0.95PbZr$\_$x/Ti$\_$1-x/O$_3$ compositions have been investigated. In the composition of 0.05Pb(Mn$\_$0.4/W$\_$0.2/Nb$\_$0.4/)O$_3$ - 0.95PbZr$\_$0.51/Ti$\_$0.49/O$_3$, the values of k$\_$p/ and $\varepsilon$$\_$33/$\^$T// $\varepsilon$$\_$0/ are maximized, but Q$\_$m/ was minimized (k$\_$p/=56.5[%], Q$\_$m/=1130, d$\_$33/=258[pC/N], $\varepsilon$$\_$33/$\^$T// $\varepsilon$$\_$0/=1170). The grain size was suppressed and the uniformity of grain was improved at the 1100[˚C]. Also, we can see the dielectric constants variations between the before poling and after poling. This effect results from the effect(increase element of dielectric constants) between dipole switching and electrostriction inducing stress and dipole direction to the poling orientation(decrease element of dielectric constants). At x=0.51, we can find MPB(morphotropic phase boundary).

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Analysis of composite plates using various plate theories -Part 2: Finite element model and numerical results

  • Bose, P.;Reddy, J.N.
    • Structural Engineering and Mechanics
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    • 제6권7호
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    • pp.727-746
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    • 1998
  • Finite element models and numerical results are presented for bending and natural vibration using the unified third-order plate theory developed in Part 1 of this paper. The unified third-order theory contains the classical, first-order, and other third-order plate theories as special cases. Analytical solutions are developed using the Navier and L$\acute{e}$vy solution procedures (see Part 1 of the paper). Displacement finite element models of the unified third-order theory are developed herein. The finite element models are based on $C^0$ interpolation of the inplane displacements and rotation functions and $C^1$ interpolation of the transverse deflection. Numerical results of bending and natural vibration are presented to evaluate the accuracy of various plate theories.

F. E.-assisted design of the eaves bracket of a cold-formed steel portal frame

  • Lim, J.B.P.;Nethercot, D.A.
    • Steel and Composite Structures
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    • 제2권6호
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    • pp.411-428
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    • 2002
  • Non-linear large-displacement elasto-plastic finite element analyses are used to propose design recommendations for the eaves bracket of a cold-formed steel portal frame. Owing to the thinness of the sheet steel used for the brackets, such a structural design problem is not trivial as the brackets need to be designed against failure through buckling; without availability of the finite element method, expensive laboratory testing would therefore be required. In this paper, the finite element method is firstly used to predict the plastic moment capacity of the eaves bracket. Parametric studies are then used to propose design recommendations for the eaves bracket against two potential buckling modes of failure: (1) buckling of the stiffened free-edge into one-half sine wave, (2) local plate buckling of the exposed triangular bracket area.The results of full-scale laboratory tests on selected geometries of eaves bracket demonstrate that the proposed design recommendations are conservative. The use of the finite element method in this way exploits modern computational techniques for an otherwise difficult structural design problem.

Cryptand 합성수지에 위한 금속 이온들의 흡착 (Adsorption of Metal Ions on Cryptand Synthetic Resin)

  • 이치영;김준태
    • 환경위생공학
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    • 제20권4호통권58호
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    • pp.38-44
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    • 2005
  • Cryptand resins were synthesized with 1-aza-15-crown-5 macrocyclic ligand attached to styrene divinylbenzene (DVB) copolymer with crosslink of $1\%,\;2\%,\;5\%\;and\;10\%$ by substitution reaction. The synthesis of these resins was confirmed by content of chlorine, element analysis, and IR-spectrum. The effects of pH, time, dielectric constant of solvent and crosslink on adsorption of uranium$(UO_2^{2+})$ ion were investigated. The uranium ion was showed fast adsorption on the resins above pH 3. The optimum equilibrium time for adsorption of metallic ions was about two hours. The adsorption selectivity determined in ethanol was in increasing order uranium$(UO_2^{2+})$ > zinc$(Zn^{2+})$ > samarium$(Sm^{3+})$ ion. The adsorption was in order of $1\%>2\%>5\%>10\%$ crosslink resin and adsorption of resin decreased in proportion to order of dielectric constant of solvents.

조현병 환자군과 일반 인구군간 출생일간(出生日干)의 음양오행적 특성 비교: 통섭(統攝)적 측면에서의 접근 (Yin-Yang and Five-Element Characteristics of Day Master on Four Time Pillars of Birth in Korean Population with Schizophrenia: A Consilience-Based Holistic Approach)

  • 황태영;이지은;이금단;유영수
    • 동의신경정신과학회지
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    • 제34권2호
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    • pp.71-82
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    • 2023
  • Objectives: The existing reductionist approach has not reached complete understanding of the cause of schizophrenia. The objective of this study was to investigate yin-yang and five-element characteristics reflected on four time pillars of birth of patients with schizophrenia through comparison with the general population in the perspective of consilience-based holistic approach. Methods: This study was conducted using a random sequential recruitment method for the general population and individuals with schizophrenia aged 18 to 64 based on the exact date and time of birth using structured questionnaires. Relative positional relations of yin-yang and five-element with day master were primarily examined. In addition, the strength of day master with a score range of 0~100 points was assessed through operational score allocation. Results: Of 591 participants, 576 (346: general population, 230: individuals with schizophrenia) were analyzed. Between-group analyses showed no significant difference in the distribution of types of day master (χ2=10.41, df=9, p=0.318). However, significant between-group differences were shown in the distribution of the strength of day master (t=2.14, p=0.032) and frequency of restraining month branch (χ2=5.23, df=1, p=0.022). In logistic regression analysis, 10-point increase on the strength of day master decreased the probability of onset of schizophrenia over the age of 30 by 29.6% (p=0.002; 95% confidence interval, 0.566~0.876). Conclusions: Findings in this study suggest that four time pillars of birth might be associated with schizophrenia through yin-yang and five-element theory and synchronicity principle, implicating the plausibility of consilience-based holistic approach in the determination of risk factors or cause of schizophrenia.

중간탄성지점이 있는 부분고정단 압축재의 고유치 문제에 관한 연구 (A Study on the Eigenvalue Problems of Partially Fixed End Members with Intermediate Elastic Supports)

  • 김순철;문연준;이수곤
    • 소음진동
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    • 제8권2호
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    • pp.297-305
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    • 1998
  • The finite element method is used for the study of the eigenvalue problems of partially fixed end beams with intermediate elastic supports. The elastic critical loads and natural frquencies of the beams are investigated by changing the numbers of elastic supports and their stiffness, and also by changing Kinney's fixity factor, $f_a$. The relationship between two eigenvalues is established by calculating the corresponding values of $(w/w_n)^2$ through changing $(P/P_{cr})$ values. The results of this study are as follows : (1) The elastic critical loads and natural frequencies of beams increase with increases in Kinney's fixity factor, $f_a$ and with the increased numbers of intermediate elastic supports. (2) The relationship between elastic critical loads and the natural frequencies of partially fixed end beams with intermediated elastic supports is $P/P_{cr} + (w/w_n)^2/ = 1$ without regard to Kinney's fixity factor, the stiffness of elastic supports, or the number of elastic supports.

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$bla_{SHV-2a}$$bla_{SHV-12}$ 항균제 내성 유전자의 분자적 진화 및 확산에 IS26 Mobile Element의 개입 (Involvement of IS26 Element in the Evolution and Dissemination of $bla_{SHV-2a}$ and $bla_{SHV-12}$)

  • 김정민;신행섭;조동택
    • 대한미생물학회지
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    • 제35권3호
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    • pp.263-271
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    • 2000
  • A clinical isolate of Klebsiella pneumoniae K7746 produced the extended-spectrum ${\beta}$-lactamase (ESBL) SHV-12. A 6.6 kb BamHI fragment containing the $bla_{SHV-12}$ gene of K7746 strain was cloned into pCRScriptCAM vector resulting in the recombinant plasmid p7746-Cl. The restriction map of 3.6 kb inserted DNA and sequences immediately surrounding $bla_{SHV-12}$ of p7746-C1 were homologous to plasmid pMPA2a carrying $bla_{SHV-2a}$. In addition, both $bla_{SHV-12}$ and $bla_{SHV-2a}$ were expressed from a common hybrid promoter made of the -35 region derived from the left inverted repeat of IS26 and the -10 region from the $bla_{SHV}$ promoter itself. The results indicate that $bla_{SHV-12}$ and $bla_{SHV-2a}$ may have evolved from a common ancestor in the sequential order of $bla_{SHV-2a}$ first, followed by $bla_{SHV-12}$. Furthermore, by the PCR mapping method using primers corresponding to the IS26 and $bla_{SHV}$, the association between IS26 and $bla_{SHV}$ was studied in 12 clinical isolates carrying $bla_{SHV-2a}$, 27 clinical isolates carrying $bla_{SHV-12}$, and 5 reference strains carrying $bla_{SHV-1}$ to $bla_{SHV-5}$. All 39 strains carrying $bla_{SHV-2a}$ or $bla_{SHV-12}$ were positive by the PCR, providing confirmative evidence that IS26 has been involved in the evolution and dissemination of $bla_{SHV-2a}$ and $bla_{SHV-12}$. But 5 reference strains carrying $bla_{SHV-1}$ to $bla_{SHV-5}$ were negative by the PCR. Therefore, we concluded that the molecular evolutionary pathway of $bla_{SHV-2a}$ and $bla_{SHV-12}$ may be different from that of other $bla_{SHV-ESBL}$, e.g., $bla_{SHV-2}$, $bla_{SHV-3}$, $bla_{SHV-4}$, and $bla_{SHV-5}$.

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