Research Article
Influence of Abutment Stiffness and Strength on the Seismic Response of Horizontally Curved RC Bridges in Comparison with Equivalent Straight Bridges at Different Seismic Intensity Levels
Figure 15
Drift demands of the middle column in all bridge configurations in the tangential direction using GMs compatible to (a) DBE and (b) MCE response spectrums.
(a) |
(b) |