A Proposed Damage Model for RC Bridge Columns under Cyclic Loading
Abstract
This paper defines a damage index based on the predicted hysteretic behavior of a concrete column. The model yields a damage index at a point in the time history for the element, based on the predicted monotonic response from the point in time to failure. The model takes into account the parameters that describe the hysteretic behavior: stiffness degradation, strength deterioration, and ultimate displacement reduction. Therefore, the damage...
Paper Details
Title
A Proposed Damage Model for RC Bridge Columns under Cyclic Loading
Published Date
May 1, 2001
Journal
Volume
17
Issue
2
Pages
261 - 290
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