16 results on '"Bezas, Marios‐Zois"'
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2. Design rules for equal-leg angle members subjected to compression and bending
3. Design recommendations for the stability of transmission steel lattice towers
4. Buckling Strength of Rolled Angles: Comparison between International Codes.
5. Classification and cross-section resistance of equal-leg rolled angle profiles
6. Experimental and numerical investigations on large angle high strength steel columns
7. Load carrying capacity of star‐battened angle members made of S460 steel in compression
8. Buckling resistance of angle bracing members with one‐leg bolted end connections
9. Lateral‐torsional buckling of beams made of mono‐symmetrical thin‐walled sections.
10. Performance-based assessment of a steel lattice power-transmission tower: A case study in Germany
11. New Consistent Set of Design Equations for Equal‐leg Angle Sections and Members
12. Nachweis von Einzel‐ und mehrteiligen Stäben aus gewalzten gleichschenkligen Winkelprofilen
13. Compression tests on large angle columns in high‐strength steel
14. The design of a steel lattice transmission tower in Central Europe
15. Compression Tests on Large Angle Columns in High Strength Steel
16. Seismic Performance of RC Beam–Column Joints Designed According to Older and Modern Codes: An Attempt to Reduce Conventional Reinforcement Using Steel Fiber Reinforced Concrete
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