Comparison of Ductility in the Shear Walls Reinforced with GFRP and Steel Rebars
In concrete structures in order to reduce the story drift, one of the simple methods are using a shear wall. Due to the fact that the concrete shear wall has a suitable stiffness, it can be limited the displacement of the story as much as the seismic demand. The use of GFRP polymer composite rebar i...
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| Main Authors: | , , |
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| Format: | article |
| Language: | FA |
| Published: |
Iranian Society of Structrual Engineering (ISSE)
2018
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| Subjects: | |
| Online Access: | https://doaj.org/article/67d64dafd00148a982af808110583e7d |
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