Numerical modeling of rebar buckling in reinforced concrete members using truss analogy
Reinforced concrete (RC) structures in earthquake prone regions are designed to achieve the seismic performance objectives. In end regions of RC members, longitudinal reinforcing bars may develop buckling due to high compressive strains under reversed cyclic loadings. The performance based assessmen...
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| Format: | Article |
| Language: | English |
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Pamukkale University
2018-06-01
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| Series: | Pamukkale University Journal of Engineering Sciences |
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| Online Access: | https://dergipark.org.tr/tr/pub/pajes/issue/38095/437111 |