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Behaviour of steel H-shaped-beam-to-hollow-column connection with horizontal haunch and its optimum length
Behaviour of steel H-shaped-beam-to-hollow-column connection with horizontal haunch and its optimum length
Behaviour of steel H-shaped-beam-to-hollow-column connection with horizontal haunch and its optimum length
International symposium; 10th, Tubular structures X
2003-01-01
10 pages
Also known as the ISTS10
Conference paper
English
tubular structures , welding , IIW , CIDECT
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