1,414 research outputs found

    Probing the tails of the ground state energy distribution for the directed polymer in a random medium of dimension d=1,2,3d=1,2,3 via a Monte-Carlo procedure in the disorder

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    In order to probe with high precision the tails of the ground-state energy distribution of disordered spin systems, K\"orner, Katzgraber and Hartmann \cite{Ko_Ka_Ha} have recently proposed an importance-sampling Monte-Carlo Markov chain in the disorder. In this paper, we combine their Monte-Carlo procedure in the disorder with exact transfer matrix calculations in each sample to measure the negative tail of ground state energy distribution Pd(E0)P_d(E_0) for the directed polymer in a random medium of dimension d=1,2,3d=1,2,3. In d=1d=1, we check the validity of the algorithm by a direct comparison with the exact result, namely the Tracy-Widom distribution. In dimensions d=2d=2 and d=3d=3, we measure the negative tail up to ten standard deviations, which correspond to probabilities of order Pd(E0)1022P_d(E_0) \sim 10^{-22}. Our results are in agreement with Zhang's argument, stating that the negative tail exponent η(d)\eta(d) of the asymptotic behavior lnPd(E0)E0η(d)\ln P_d (E_0) \sim - | E_0 |^{\eta(d)} as E0E_0 \to -\infty is directly related to the fluctuation exponent θ(d)\theta(d) (which governs the fluctuations ΔE0(L)Lθ(d)\Delta E_0(L) \sim L^{\theta(d)} of the ground state energy E0E_0 for polymers of length LL) via the simple formula η(d)=1/(1θ(d))\eta(d)=1/(1-\theta(d)). Along the paper, we comment on the similarities and differences with spin-glasses.Comment: 13 pages, 16 figure

    Load factors for wind and snow loads for use in load resistance factor design criteria

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    This report presents the background and the derivations for the determination of the mean maximum loads and the corresponding load factors for wind and snow loading for use in Load and Resistance Factor Design Criteria for steel building structures

    Fluctuating Fronts as Correlated Extreme Value Problems: An Example of Gaussian Statistics

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    In this paper, we view fluctuating fronts made of particles on a one-dimensional lattice as an extreme value problem. The idea is to denote the configuration for a single front realization at time tt by the set of co-ordinates {ki(t)}[k1(t),k2(t),...,kN(t)(t)]\{k_i(t)\}\equiv[k_1(t),k_2(t),...,k_{N(t)}(t)] of the constituent particles, where N(t)N(t) is the total number of particles in that realization at time tt. When {ki(t)}\{k_i(t)\} are arranged in the ascending order of magnitudes, the instantaneous front position can be denoted by the location of the rightmost particle, i.e., by the extremal value kf(t)=max[k1(t),k2(t),...,kN(t)(t)]k_f(t)=\text{max}[k_1(t),k_2(t),...,k_{N(t)}(t)]. Due to interparticle interactions, {ki(t)}\{k_i(t)\} at two different times for a single front realization are naturally not independent of each other, and thus the probability distribution Pkf(t)P_{k_f}(t) [based on an ensemble of such front realizations] describes extreme value statistics for a set of correlated random variables. In view of the fact that exact results for correlated extreme value statistics are rather rare, here we show that for a fermionic front model in a reaction-diffusion system, Pkf(t)P_{k_f}(t) is Gaussian. In a bosonic front model however, we observe small deviations from the Gaussian.Comment: 6 pages, 3 figures, miniscule changes on the previous version, to appear in Phys. Rev.

    Tentative load and resistance factor design criteria for steel beam-columns

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    Nominal design equations and reai•tance factors are developed for steel beam-columns as part of Load and Resistance Factor Design criteria for steel buildings. The resistance factors are derived from principles of first-order probability theory using calibration to present designs

    A new test procedure of independence in copula models via chi-square-divergence

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    We introduce a new test procedure of independence in the framework of parametric copulas with unknown marginals. The method is based essentially on the dual representation of χ2\chi^2-divergence on signed finite measures. The asymptotic properties of the proposed estimate and the test statistic are studied under the null and alternative hypotheses, with simple and standard limit distributions both when the parameter is an interior point or not.Comment: 23 pages (2 figures). Submitted to publicatio

    Contest based on a directed polymer in a random medium

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    We introduce a simple one-parameter game derived from a model describing the properties of a directed polymer in a random medium. At his turn, each of the two players picks a move among two alternatives in order to maximize his final score, and minimize opponent's return. For a game of length nn, we find that the probability distribution of the final score SnS_n develops a traveling wave form, Prob(Sn=m)=f(mvn){\rm Prob}(S_n=m)=f(m-v n), with the wave profile f(z)f(z) unusually decaying as a double exponential for large positive and negative zz. In addition, as the only parameter in the game is varied, we find a transition where one player is able to get his maximum theoretical score. By extending this model, we suggest that the front velocity vv is selected by the nonlinear marginal stability mechanism arising in some traveling wave problems for which the profile decays exponentially, and for which standard traveling wave theory applies
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