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High Strength Steel Column Behavior Study by mostofamohiuddin5 is a document available to read on EtoBox.
This study investigates the behavior of axially compressed high strength steel (HSS) columns with H-section, specifically focusing on columns fabricated from flame-cut steel with a nominal yield strength of 460 MPa. An experimental program tested six welded H-section columns to determine their ultimate strength and compared the results with existing design curves from Eurocode3 and GB 50017-2003. The findings indicate that current design curves can be applied to these HSS columns, although Eurocode3
- Author
- mostofamohiuddin5
- Language
- EN