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- 2Self-Centering
- 1Damage Resistance
- 1Experimental Study
- 1Fibre-Reinforced Shear Wall
- 1Finite-Element Modeling
- 1Hybrid FRP-Steel Reinforcement
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Behaviour of Low-Rise Shear Walls with Hybrid GFRP-Steel Reinforcement and Steel Fibre-Reinforced Concrete
DownloadFall 2017
Recent earthquakes have revealed that conventional steel-reinforced concrete (RC) shear walls can exhibit considerable damage and residual displacements even after moderate intensity earthquakes. These residual displacements can result in high post-earthquake repair costs. Recent advances in the...
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Reinforced Concrete Shear Walls with Improved Self-Centering and Damage Resistance Properties: Experimental Testing and Numerical Modeling
DownloadSpring 2020
Performance objectives in the seismic design of reinforced concrete (RC) buildings require buildings to survive their maximum considered earthquakes (MCE) with a low probability of total or partial collapse. Often, RC structures require costly retrofitting or demolition and reconstruction after...
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