Research Article
Seismic Performance of Offshore Piers under Wave Impact and Chloride Ion Corrosion Environment
Table 8
Comparison of bearing capacity of corroded piers under different tsunami waves.
| | Bearing capacity (kN) | Wave condition | 0 years | 10 years | 20 years | 30 years | 40 years | 50 years |
| | Transverse | No wave | 1136
0% | 1007
−11.4% | 910
−19.9% | 823
−27.6% | 711
−37.4% | 589
−48.2% | | HXB-3 | 1086
−4.5% | 951
−16.4% | 850
−25.2% | 752
−33.8% | 511
−55.0% | 488
−57.0% | | HXB-4 | 1030
−9.3% | 904
−20.4% | 815
−28.3% | 709
−37.7% | 450
−60.4% | Destruction | | HXB-5 | 1006.28
−11.45% | 837
−26.3% | 758
−33.3% | 661
−41.8% | Destruction | Destruction |
| | Vertical | No wave | 77832
0% | 72806
−6.5% | 70890
−8.9% | 69832
−10.3% | 67250
−13.6% | 65298
−16.1% | | HXB-3 | 72377
−7.0% | 67183
−13.7% | 64216
−17.5% | 62036
−20.3% | 58845
−24.4% | 55959
−28.1% | | HXB-4 | 65993
−15.2% | 61327
−21.2% | 58781
−24.5% | 56232
−27.8% | 52123
−33.0% | Destruction | | HXB-5 | 61403
−21.1% | 57848
−25.7% | 54759
−29.6% | 52981
−31.9% | Destruction | Destruction |
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Note. The ratio is the value of bearing capacity of damaged pier compared with that of the undamaged pier.
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