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Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel
DOI link for Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel
Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel book
Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel
DOI link for Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel
Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel book
ABSTRACT
To seek a feasible design and to verify the higher elasticity of frames made from SHSS, five cruciform H-beam-to-circular-column connection specimens were tested and then analyzed by an FEM analysis.