Reliability based assessment of reinforced concrete columns under eccenric loads using refined first-order reliability method
This paper presents an efficient approach for the failure probability assessment of reinforced concrete (RC) columns under the combination of the gravity and seismic loads considering uncertainty in the load eccentricity. In the proposed approach, Limit State Function (LSF) are conditionally formula...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
K. N. Toosi University of Technology
2024-03-01
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| Series: | Numerical Methods in Civil Engineering |
| Subjects: | |
| Online Access: | https://nmce.kntu.ac.ir/article_190558_2c666615de7c1b46d6b3a000c3d26fa1.pdf |
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