A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 ratios and concrete strength of the beam-to-column joints. The cyclic loading test results showed that the GFRP-RC beam-to-column joints can withstand significantly high lateral deformations without exhibiting brittle failure. Moreover, the RC beam-to-column joint exhibited significantly higher energy dissipation and residual displacement than the GFRP-RC beam-to-column joint by 50% and 60%, respectively. Finally, a shear capacity calculation method for the core zone of this kind of joint was proposed, which agreed well with the experimental results.
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 ratios and concrete strength of the beam-to-column joints. The cyclic loading test results showed that the GFRP-RC beam-to-column joints can withstand significantly high lateral deformations without exhibiting brittle failure. Moreover, the RC beam-to-column joint exhibited significantly higher energy dissipation and residual displacement than the GFRP-RC beam-to-column joint by 50% and 60%, respectively. Finally, a shear capacity calculation method for the core zone of this kind of joint was proposed, which agreed well with the experimental results.
Seismic Response of GFRP-RC Interior Beam-to-Column Joints under Cyclic Static Loads
Rui Guo (author) / Dan Yang (author) / Bin Jia (author) / Deyun Tang (author)
2022
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Performance of Interior Beam-Column Joints Cast from High Strength Concrete Under Seismic Loads
| Online Contents | 2004
Performance of Interior Beam-Column Joints Cast from High Strength Concrete under Seismic Loads
| SAGE Publications | 2004
Shear Strength of Interior Beam-column Joints Under Seismic Loading
| British Library Conference Proceedings | 2002
Shear Strength of Interior Beam-Column Joints under Seismic Loading
| British Library Conference Proceedings | 2002