• Aucun résultat trouvé

Seismic behaviour of storage racks made of thin-walled steel members

N/A
N/A
Protected

Academic year: 2021

Partager "Seismic behaviour of storage racks made of thin-walled steel members"

Copied!
12
0
0

Texte intégral

Figure

Figure 1: Example of a storage rack
Figure 3: General scheme of the mathematical deck – (a) Original formulation – (b) Evolution for the sliding  mass model
Figure 4: Sliding mass model in "stick" phase at the end of the iterative procedure (equal displacements and  contact forces)
Figure 8: Time-history of the displacements obtained for case (c)
+3

Références

Documents relatifs

This paper has been written almost a year since the D1.1 project came to an end and in the intervening months the community has developed and grown, and (crucially) may be

Further, state policies facilitating international migrant work altered the structure of the labour market by creating a permanent group of lower wage workers whom employers

The unitary maps ϕ 12 will be very useful in the study of the diagonal action of U(2) on triples of Lagrangian subspaces of C 2 (see section 3).. 2.4

The program is capable to perform a nonlinear analysis as well as a simplified analysis, based on moment magnification method, of reinforced concrete column with several embedded

The work of Doretto and coworkers [14, 36] points out a means of comparing dynamic textures by first approximating them with an ARMA model, and subsequently computing the

The work of Doretto et al. [17, 44] points out a means of com- paring dynamic textures by first approximating them with an ARMA model, and subsequently computing the subspace

Abstract — The modifiée équation is a powerful tooi for the error analysis of the numencal solution of partial differential équations We present here a method which

of elliptic curves having complex multiplication with special Γ-values (cf. Function field, Kronecker limit formula, Eisenstein series, Drinfeld modules... This work was supported