Max Hendriks results 14
· Newest (Page 1/1, per page 25)
Author: Max Hendriks ×Clear All Filters
Search Results
Maximum Drift Demands of Earthquake Damaged Reinforced Concrete Columns Based on Residual Flexure CracksNARA Subscribed
Assessment of existing reinforced concrete (RC) structures after an earthquake is a challenging task that must somehow relate qualitative and quantitative observations in the plastic hinge regions and the associated residual deformation capacity of damaged structures. Having an estimate available for the remaining drift capacity will result in more economical and informed decisions regarding demolition or strengthening options...
Previous1Next