Modal Analysis & Buckling

In course

Voluptate laborum est duis labore ea. Minim est minim deserunt veniam culpa nisi nulla reprehenderit excepteur laborum sint aliqua aliqua. Ea anim eu proident in sint officia voluptate ea enim irure. Aliqua culpa dolor ea aliqua ipsum amet excepteur excepteur. Labore adipisicing culpa adipisicing duis dolore irure exercitation exercitation occaecat ea nostrud id nisi. Tempor ullamco id duis sit laboris sunt sunt.

Description

This lecture covers how to solve eigenvalue problems in Abaqus for modal analysis and buckling. It explains the theory behind eigenmode analysis, the extraction of natural resonance frequencies, and eigenmodes of a structure. The lecture also demonstrates how to handle free boundary conditions and symmetries in modal analysis.

Instructor

ullamco culpa sint

Tempor aute reprehenderit exercitation occaecat aliquip magna esse ipsum do proident velit. Minim non veniam laboris eiusmod duis fugiat ullamco. Est tempor pariatur esse aliqua dolor culpa minim adipisicing proident id. Culpa magna nisi ut proident esse eu ut dolore irure laborum dolor elit do eiusmod.

Official source

https://mediaspace.epfl.ch/media/0_fh1agje2

About this result

This page is automatically generated and may contain information that is not correct, complete, up-to-date, or relevant to your search query. The same applies to every other page on this website. Please make sure to verify the information with EPFL's official sources.

Ontological neighbourhood

Computer engineering

Computer architecture: Topics in computer architecture

Databases: Relational databases

Civil engineering

Structural engineering: Topics in structural engineering

Astronomy

Astrophysics: Stellar astronomy

Related lectures (88)