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...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 40, 3 (2011). |
|---|---|
| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
| Предметы: |