二重矢板壁構造物の振動時特性

The scaled boundary finite element method is used to calculate the dynamic stiffness of the soil, and the finite element method is applied to analyze the dynamic behavior of

When an inspection takes place, if the material is in the state r] belonging to att,:t no service is rendered and the length of time until the next inspection is chosen according to

This approach is not limited to classical solutions of the characteristic system of ordinary differential equations, but can be extended to more general solution concepts in ODE

The main task of this paper is to relax regularity assumptions on a shape of elastic curved rods in a general asymptotic dynamic model and to derive this asymptotic model from a

In order to eliminate these drawbacks of Chakraborty’s theory, Raman and Venkatanarasaiah [6] have presented a nonlinear diffraction theory due to the Stokes second-order waves

Debreu’s Theorem ([1]) says that every n-component additive conjoint structure can be embedded into (( R ) n i=1 ,. In the introdution, the differences between the analytical and

These are intended to be a model-independent framework in which to study the totality of (∞, 1)-categories and related

L´evy V´ehel, Large deviation spectrum of a class of additive processes with correlated non-stationary increments.. L´evy V´ehel, Multifractality of