Hysteretic shear flexure interaction model of reinforced concrete columns for seismic response assessment of bridges.
This paper presents the methodology, model description, and calibration as well as the application of a coupled hysteretic model to account for nonlinear shear?flexure interactive behavior of RC columns under earthquakes, a critical consideration for seismic demand evaluation of bridges. The propose...
| Published in: | Earthquake engineering & structural dynamics. 40, 3 (2011). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |