Pages that link to "Item:Q1429604"
From MaRDI portal
The following pages link to Elastic buckling of I-beams under linear moment gradient. (Q1429604):
Displaying 8 items.
- Buckling and lateral buckling interaction in thin-walled beam-column elements with mono-symmetric cross sections (Q727376) (← links)
- Lateral buckling of I beams with web stiffeners and batten plates (Q1120357) (← links)
- An alternative approach to the analytical determination of the moment capacity of a thin-walled channel steel section beam (Q1953614) (← links)
- Dimensionless analytical solution and new design formula for lateral-torsional buckling of I-beams under linear distributed moment via linear stability theory (Q1992796) (← links)
- Elastic web buckling stress and ultimate strength of H-section beams dominated by web buckling (Q2007078) (← links)
- Equivalent moment approach for elastic lateral-torsional buckling of tapered beams (Q2846021) (← links)
- Elastic lateral and restrained distortional buckling of doubly symmetric I-beams (Q2846034) (← links)
- Calculation of critical lateral-torsional buckling loads of beams subjected to arbitrarily transverse loads (Q6493205) (← links)