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the definition of their limit values should also require the
DOI link for the definition of their limit values should also require the
the definition of their limit values should also require the
cyclic behaviour of 14 beams-to-column specimens has been experi- in [ 5 ] • They have been designed following the current in rigid and semirigid connections for steel structures. In fig. the are in four
Edition 1st Edition
First Published 1988
Imprint CRC Press
Pages 1
eBook ISBN 9780429180651
ABSTRACT
CALIBRATIOO OF THE lmEL