The Behavior of Slab-Column Connections with Modified Shear Reinforcement under Cyclic Load
Generally, slab-column frames show lower stiffness, drift capacity, and ductility as compared to beam-column frames. Under combined gravity and lateral cyclic loading, the lower initial stiffness and stiffness degradation lead to poor structural performance. Therefore, in the current codes, slab-col...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
ITB Journal Publisher
2014-04-01
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| Series: | Journal of Engineering and Technological Sciences |
| Subjects: | |
| Online Access: | http://journals.itb.ac.id/index.php/jets/article/view/691/410 |