Experimental behavior of full-scale exterior beam-column space joints retrofitted by ferrocement layers under cyclic loading
A majority of the traditional reinforced concrete frame buildings, existing across the Middle East, lack adequate confinement in beam-column joints, or in other words, are shear deficient because they were constructed before the introduction of seismic codes for construction. This research studies t...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2018-06-01
|
| Series: | Case Studies in Construction Materials |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509517301924 |