Sentence examples for random strengths from inspiring English sources

Limit states are formulated using an incremental load formulation in differential form considering both random strengths and stiffnesses.

In the paper, it is shown that such a behavior is a direct implication of the assumption that structural elements have independent random strengths.

The identification of the probabilistically dominant failure modes of complex structures and the estimation of their reliability can be reduced to the solution of an optimization problem in the standardized normal space of the variables that control the random loads applied on the structure and the random strengths of its members.

The network consisted of spiking neurons with all-to-all connectivity and random strengths.

To determine the extant to which these coevolution strengths diverged from random chance, the expected means and variances for the random variables representing random strengths were mathematically determined.

A set of random strengths could be theoretically generated by randomly selecting residue pairs from the appropriate set (all, contacting, or distant) and repeating the calculation for determining the coevolution strengths but using the ZRes scores of the originally identified coevolving pairs as weights instead of the ZRes scores for the randomly selected sites.

Random strength and elastic modulus are assigned to the elements in accordance with a Weibull distribution.

The local random strength is phenomenologically modeled as a random field with a certain autocorrelation function.

Consider structural elements with random strength that after a suitable transformation has normal distribution with unknown mean μ and known or unknown standard deviation σ.

A numerical investigation on the load carrying capacity of a laminated glass beam modelled as a material with a random strength distribution is presented.

The tensile strengths of CFRP wires with different lengths are obtained and analyzed by using the proposed model, and the results obtained from the random strength field model proposed by Vořechovský and Chudoba are illustrated and discussed in detail.