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Chapter

Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel

Chapter

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

ByN. Tanaka, T. Kaneko, H. Takenaka & S. Sasaki
BookTubular Structures XII

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Edition 1st Edition
First Published 2008
Imprint CRC Press
Pages 10
eBook ISBN 9780429207075

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.

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