Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of splices in beam-column connections
Results of 10 tests on lapped splices in beam-column connections are analyzed; three main variables were splice length, splice location, and stirrup spacing over splice length; load-deflection curves are examined and compared with similar unspliced specimen; anchorage bond stresses are computed and compared with provision of ACI 318-63; results indicated that ductility increased with length of splice and with closer spacing of stirrups over splice length; ultimate anchorage bond stresses were on average 28% higher than code values for splices.
Behavior of splices in beam-column connections
Results of 10 tests on lapped splices in beam-column connections are analyzed; three main variables were splice length, splice location, and stirrup spacing over splice length; load-deflection curves are examined and compared with similar unspliced specimen; anchorage bond stresses are computed and compared with provision of ACI 318-63; results indicated that ductility increased with length of splice and with closer spacing of stirrups over splice length; ultimate anchorage bond stresses were on average 28% higher than code values for splices.
Behavior of splices in beam-column connections
ASCE -- Proc (J Structural Div)
Colaco, J.P. (Autor:in) / Siess, C.P. (Autor:in)
1968
19 pages
Aufsatz (Zeitschrift)
Englisch
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