From: Displacement-based seismic performance of RC bridge pier
Author | u-1 | u-2 | u-3 | u-4 |
---|---|---|---|---|
Aamir Baig et al. 2022 | 1.0 | 1.3 | 2.0 | 5.0 |
Abdallah and El-Salakawy 2022 | [2.0, 4.0] | [6.2, 8.2] | 10.2 | Â |
Cassese et al. 2019 | [0.3, 0.8] | [1.5, 2.2] | Â | Â |
Ding et al. 2021 | 1.0 | 1.6 | 4.3 | 5.5 |
Afsar Dizaj and Kashani 2020 | [0.6, 0.7] | [1.3, 1.9] | [4.8, 5.8] | Â |
Fu et al. 2022 | 1.0 | 1.9 | 4.5 | 6.7 |
Jiao et al. 2019 | 0.6 | 2.6 | 4.5 | Â |
Kashani et al. 2019 | [5.0, 6.0] | [6.2, 9.8] | Â | Â |
Pang and Li 2018 | [0.4, 1.0] | [3.6, 5.2] | [9.1, 11.2] | [9.6, 11.8] |
Park et al. 2020 | 0.8 | 1.2 | 7.9 | 8.3 |
Ren et al. 2022 | 0.5 | 2.8 | 3.7 | Â |
Su et al. 2015 | [0.8, 1.2] | [1.6, 2.8] | [3.9, 5.1] | Â |
[0.8, 1.2] | [4.3, 5.9] | Â | Â | |
Su et al. 2019 | [0.8, 1.2] | [4.2, 5.9] | Â | Â |
Su et al. 2020 | [0.9, 1.6] | [2.0, 3.2] | [4.1, 4.2] | [4.1, 5.4] |
Todorov and Billah 2021 | [1.1, 2.9] | [2.3, 4.2] | [2.6, 5.6] | Â |
0.2 | 6.0 | 9.5 | Â | |
Tran et al. 2020 ATC-40, FEMA-273 | [0.2, 0.5] | [0.5, 1.5] | [1.5, 2.5] |  > 2.5 |