Inelastic displacement demand of bridge columns considering shear flexure interaction.
Reinforced concrete bridge columns exhibit complex hysteretic behavior owing to combined action of shear, bending moment, and axial force under multi-directional seismic shakings. The inelastic displacement of columns can be increased by shear?flexure interaction (SFI). This paper develops a simple...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 40, 7 (2011). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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