On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers

By A. Andrade, Dinar Camotim, P. P. E. Costa. 2007

58 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/515b7e6c05415239eb15daa257fb09a681cb57f2

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Behrouz Asgarian
2. M. Soltani
3. Foudil Mohri

In Mechanics of Materials

1. Behrouz Asgarian
2. M. Soltani
3. Foudil Mohri

Citations in the corpus

• Lateral-torsional buckling of tapered thin-walled beams with arbitrary cross-sections (2013, methodology): “(43a, or 43b), on easily obtains the same stability equation used in thin-walled beams with constant cross-sections [7,8].”