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...
Main Authors: | , , |
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Format: | Article |
Language: | fas |
Published: |
Iranian Society of Structrual Engineering (ISSE)
2018-10-01
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Series: | Journal of Structural and Construction Engineering |
Subjects: | |
Online Access: | https://www.jsce.ir/article_50149_fee55496200faf5e4bf2b6a33d69d0b8.pdf |