Optimization of the initial post-buckling response of trusses and frames by an asymptotic approach

Fuente: arXiv

Saved in:

Bibliographic Details
Main Authors:	Ferrari, Federico, Sigmund, Ole
Format:	Preprint
Published:	2025
Subjects:	Computational Engineering, Finance, and Science
Online Access:	Acceder al recurso
Tags:	Add Tag No Tags, Be the first to tag this record!

Internet

https://arxiv.org/abs/2505.09373