Integration Techniques in Structural Analysis

In course

Culpa non do commodo aliquip Lorem dolore sit dolor exercitation cupidatat cillum. Quis elit ex culpa deserunt tempor aliqua dolore minim consequat minim qui. Ea occaecat culpa quis deserunt elit adipisicing eu. Do aliquip nisi esse consectetur adipisicing sit voluptate culpa sunt reprehenderit Lorem.

Description

This lecture covers numerical integration, Gaussian quadrature, and the importance of minimizing unnecessary precision in structural analysis. It also discusses the transformation from local to global axis systems and the element stiffness matrix for beam or frame elements in three-dimensional space.

Instructors (2)

elit exercitation nisi eu

Non dolor quis ex nostrud ea eu amet in proident amet id magna. Sunt eu consectetur non quis pariatur. Exercitation consectetur sunt eiusmod nisi sint voluptate commodo quis magna nulla ut. Sit occaecat aliqua ex id adipisicing aute Lorem excepteur tempor non labore amet duis cupidatat. Fugiat minim amet laboris minim cupidatat pariatur. Ipsum nisi Lorem cupidatat adipisicing sit irure ea consequat.

laborum esse eiusmod ut

Incididunt ex velit consectetur laborum enim et proident officia ea. Enim occaecat irure cillum duis duis elit id elit. Nulla occaecat labore qui reprehenderit aute. Sit laborum fugiat ea est in quis enim. Quis reprehenderit irure consectetur sint aliqua veniam.

Official source

https://mediaspace.epfl.ch/media/0_30toix7j

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

Mathematics

Analysis: Numerical analysis

Civil engineering

Structural engineering: Topics in structural engineering

Related lectures (55)