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tests, but probably less than or equal to 0.1 in current building practice. that this ratio varies during the loading history of
DOI link for tests, but probably less than or equal to 0.1 in current building practice. that this ratio varies during the loading history of
tests, but probably less than or equal to 0.1 in current building practice. that this ratio varies during the loading history of
Int. Rep. 86/6, July 1986. in mechanical and cross-sectional properties steel. Int. Conf. on Planning and Design of Tall Buildings, Stability of Steel Structures, Publ. 22, Bruxelles, results are in good agreement with the work presented here, in that range of small relative node rotations which is of practical interest. about this subject should appear in further steifen-
Edition 1st Edition
First Published 1988
Imprint CRC Press
Pages 2
eBook ISBN 9780429180651
ABSTRACT
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