• 제목/요약/키워드: Randomness

검색결과 441건 처리시간 0.021초

지진예측을 위한 확률론적퍼지모형의 개발 (Development of Probabilistic-Fuzzy Model for Seismic Hazard Analysis)

  • 홍갑표
    • 전산구조공학
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    • 제4권3호
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    • pp.107-115
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    • 1991
  • 지진예측을 위한 확률론적퍼지모형을 제안하였다. 제안된 모형은 지진발생에 대하여 무작위성(randomness)과 퍼지니스(fuzziness)를 같이 사용하여, 기존의 확률론에 근거한 지진예측방법을 개선할 수 있도록 하였다. 이 연구의 결과는 (a) 주어진 초과확률에 대한 지반가속도 또는 주어진 지반가속도에 대한 초과확률의 멤버쉽함수와 (b) 멤버쉽함수를 대표할 수 있는 특성값(characteristic value)이다. 확률론적 퍼지모형을 미국 Utah주의 Wasatch Front Range의 자료에 적용하여 서로 다른 연간 초과확률, 최대지반가속도에 대하여 지진도를 작성하였다.

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ONLINE TEST BASED ON MUTUAL INFORMATION FOR TRUE RANDOM NUMBER GENERATORS

  • Kim, Young-Sik;Yeom, Yongjin;Choi, Hee Bong
    • 대한수학회지
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    • 제50권4호
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    • pp.879-897
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    • 2013
  • Shannon entropy is one of the widely used randomness measures especially for cryptographic applications. However, the conventional entropy tests are less sensitive to the inter-bit dependency in random samples. In this paper, we propose new online randomness test schemes for true random number generators (TRNGs) based on the mutual information between consecutive ${\kappa}$-bit output blocks for testing of inter-bit dependency in random samples. By estimating the block entropies of distinct lengths at the same time, it is possible to measure the mutual information, which is closely related to the amount of the statistical dependency between two consecutive data blocks. In addition, we propose a new estimation method for entropies, which accumulates intermediate values of the number of frequencies. The proposed method can estimate entropy with less samples than Maurer-Coron type entropy test can. By numerical simulations, it is shown that the new proposed scheme can be used as a reliable online entropy estimator for TRNGs used by cryptographic modules.

Designing Statistical Test for Mean of Random Profiles

  • Bahri, Mehrab;Hadi-Vencheh, Abdollah
    • Industrial Engineering and Management Systems
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    • 제15권4호
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    • pp.432-445
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    • 2016
  • A random profile is the result of a process, the output of which is a function instead of a scalar or vector quantity. In the nature of these objects, two main dimensions of "functionality" and "randomness" can be recognized. Valuable researches have been conducted to present control charts for monitoring such processes in which a regression approach has been applied by focusing on "randomness" of profiles. Performing other statistical techniques such as hypothesis testing for different parameters, comparing parameters of two populations, ANOVA, DOE, etc. has been postponed thus far, because the "functional" nature of profiles is ignored. In this paper, first, some needed theorems are proven with an applied approach, so that be understandable for an engineer which is unfamiliar with advanced mathematical analysis. Then, as an application of that, a statistical test is designed for mean of continuous random profiles. Finally, using experimental operating characteristic curves obtained in computer simulation, it is demonstrated that the presented tests are properly able to recognize deviations in the null hypothesis.

Stochastic finite element analysis of plate structures by weighted integral method

  • Choi, Chang-Koon;Noh, Hyuk-Chun
    • Structural Engineering and Mechanics
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    • 제4권6호
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    • pp.703-715
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    • 1996
  • In stochastic analysis, the randomness of the structural parameters is taken into consideration and the response variability is obtained in addition to the conventional (mean) response. In the present paper the structural response variability of plate structure is calculated using the weighted integral method and is compared with the results obtained by different methods. The stochastic field is assumed to be normally distributed and to have the homogeneity. The decomposition of strain-displacement matrix enabled us to extend the formulation to the stochastic analysis with the quadratic elements in the weighted integral method. A new auto-correlation function is derived considering the uncertainty of plate thickness. The results obtained in the numerical examples by two different methods, i.e., weighted integral method and Monte Carlo simulation, are in a close agreement. In the case of the variable plate thickness, the obtained results are in good agreement with those of Lawrence and Monte Carlo simulation.

Probability distribution and statistical moments of the maximum wind velocity

  • Schettini, Evelia;Solari, Giovanni
    • Wind and Structures
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    • 제1권4호
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    • pp.287-302
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    • 1998
  • This paper formulates a probabilistic model which is able to represent the maximum instantaneous wind velocity. Unlike the classical methods, where the randomness is circumscribed within the mean maximum component, this model relies also on the randomness of the maximum value of the turbulent fluctuation. The application of the FOSM method furnishes the first and second statistical moments in closed form. The comparison between the results herein obtained and those supplied by classical methods points out the central role of the turbulence intensity. Its importance is exalted when extending the analysis from the wind velocity to the wind pressure.

ROSS: Low-Cost Self-Securing VoIP Communication Framework

  • Syafalni, Alfin;Samsudin, Azman;Jaafar, Yazid;Omar, Mohd. Adib
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제6권12호
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    • pp.3366-3383
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    • 2012
  • Reliance on the Internet has introduced Voice over Internet Protocol (VoIP) to various security threats. A reliable security protocol and an authentication scheme are thus required to prevent the aforementioned threats. However, an authentication scheme often demands additional cost and effort. Accordingly, a security framework for known participants in VoIP communication is proposed in this paper. The framework is known as Randomness-Optimized Self-Securing (ROSS), which performs authentication automatically throughout the session by optimizing the uniqueness and randomness of the communication itself. Elliptic Curve Diffie-Hellman (ECDH) key exchange and Salsa20 stream cipher are utilized in the framework correspondingly to secure the key agreement and the communication with low computational cost. Human intelligence supports ROSS authentication process to ensure participant authenticity and communication regularity. The results show that with marginal overhead, the proposed framework is able to secure VoIP communication by performing reliable authentication.

Dynamic response analysis of closed loop control system for intelligent truss structures based on probability

  • Gao, W.;Chen, J.J.;Ma, H.B.;Ma, X.S.;Cui, M.T.
    • Structural Engineering and Mechanics
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    • 제15권2호
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    • pp.239-248
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    • 2003
  • The dynamic response analysis of closed loop control system based on probability for the intelligent truss structures with random parameters is presented. The expressions of numerical characteristics of structural dynamic response of closed loop control system are derived by means of the mode superposition method, in which the randomness of physical parameters of structural materials, geometric dimensions of active bars and passive bars, applied loads and control forces are considered simultaneously. The influences of the randomness of them on structural dynamic response are inspected by several engineering examples and some significant conclusions are obtained.

An Extension of Firmware-based LFSR One-Time Password Generators

  • HoonJae Lee;ByungGook Lee
    • International journal of advanced smart convergence
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    • 제13권2호
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    • pp.35-43
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    • 2024
  • In this paper, we propose two 127-bit LFSR (Linear Feedback Shift Register)-based OTP (One-Time Password) generators. One is a 9-digit decimal OTP generator with thirty taps, while the other is a 12-digit OTP generator with forty taps. The 9-digit OTP generator includes only the positions of Fibonacci numbers to enhance randomness, whereas the 12-digit OTP generator includes the positions of prime numbers and odd numbers. Both proposed OTP generators are implemented on an Arduino module, and randomness evaluations indicate that the generators perform well across six criteria and are straightforward to implement with Arduino.

Utilisation of IoT Systems as Entropy Source for Random Number Generation

  • Oguzhan ARSLAN;Ismail KIRBAS
    • International Journal of Computer Science & Network Security
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    • 제24권4호
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    • pp.77-86
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    • 2024
  • Using random numbers to represent uncertainty and unpredictability is essential in many industries. This is crucial in disciplines like computer science, cryptography, and statistics where the use of randomness helps to guarantee the security and dependability of systems and procedures. In computer science, random number generation is used to generate passwords, keys, and other security tokens as well as to add randomness to algorithms and simulations. According to recent research, the hardware random number generators used in billions of Internet of Things devices do not produce enough entropy. This article describes how raw data gathered by IoT system sensors can be used to generate random numbers for cryptography systems and also examines the results of these random numbers. The results obtained have been validated by successfully passing the FIPS 140-1 and NIST 800-22 test suites.

마찰교반용접된 AA7075-T651 판재의 피로균열전파저항의 공간적 불규칙성에 미치는 초기균열위치의 영향 (Effect of Initial Crack Location on Spatial Randomness of Fatigue Crack Growth Resistance in Friction Stir Welded AA7075-T651 Plates)

  • 김선진
    • 대한기계학회논문집A
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    • 제38권9호
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    • pp.999-1004
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    • 2014
  • 본 연구에서는 마찰교반용접된 AA7075-T651 판재의 피로균열전파저항의 공간적 불규칙성에 미치는 초기균열위치의 영향에 대하여 고찰되었다. 본 연구의 목적은 3가지 다른 초기균열위치에 따른 피로균열전파저항의 통계적 성질을 특성화하는 것이다. 본 연구에서는 피로균열전파저항 계수를 하나의 확률과정으로 취급하였다. 본 연구를 통하여 모든 초기균열위치의 시험편에 대한 피로균열전파저항 계수는 2-파라메터 Weibull 분포에 잘 따름을 알 수 있었다. 피로균열전파저항 계수의 확률분포의 형상 파라메터는 BM-ICL 시험편이 7.50으로 가장 크게 나타났으며, WM-ICL 시험편이 2.61로 가장 낮았다. 또한 피로균열전파저항 계수의 자기상관함수는 초기균열위치 시험편에 관계없이 모두 지수함수로 평가될 수 있음을 알았다.