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Experimental and theoretical results of tests conducted on steel beams or columns with open thin plate sections such as I and channel sections; numerical calculations show that torsional deformation of beam supported free at both ends is about 100 times as large as that of beam fixed at both ends. In Japanese with English abstract.
Experimental and theoretical results of tests conducted on steel beams or columns with open thin plate sections such as I and channel sections; numerical calculations show that torsional deformation of beam supported free at both ends is about 100 times as large as that of beam fixed at both ends. In Japanese with English abstract.
Torsional stiffness of thin plate sections
Japan Soc Civ Engrs -- Trans
Shimada, S. (author)
1963
5 pages
Article (Journal)
Japanese
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