Pages that link to "Item:Q1992796"
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The following pages link to Dimensionless analytical solution and new design formula for lateral-torsional buckling of I-beams under linear distributed moment via linear stability theory (Q1992796):
Displaying 3 items.
- A closed-form approximate solution of lateral buckling of doubly symmetric thin-walled members considering shear lag (Q1370493) (← links)
- Elastic buckling of I-beams under linear moment gradient. (Q1429604) (← links)
- Lateral-Torsional Buckling of Nonuniformly Loaded Beam Using Differential Transformation Method (Q2972533) (← links)