Seismic Response of GFRP-RC Interior Beam-to-Column Joints under Cyclic Static Loads
A total of nine specimens were constructed and tested under cyclic loads to investigate the differences in seismic behavior between glass fiber-reinforced polymer (GFRP)-reinforced concrete (RC) joints and RC beam-to-column joints. The experimental parameters included stirrup ratios, axial pressure...
| Published in: | Buildings |
|---|---|
| Main Authors: | , , , |
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2022-11-01
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| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/12/11/1987 |