Browsing Volume 09 No. 1, Januari 2009 by Subject "curvature demand"
Now showing items 1-1 of 1
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DUCTILITY ASSESSMENT OF REINFORCED CONCRETE PILE-TO-PILE CAP CONNECTIONS IN APPLICATION
(2009-01)Ground motion occurred during moderate seismic event causes pile-to-pile cap connections producing a large curvature demand and a plastic hinge at the pile head. Severity damage along the pile is controlled by limiting ...