Research Article
Seismic Damage Analysis of Large-Span Tied-Arch Bridge with Concrete-Filled Steel Tubes Subjected to Near-Fault Ground Motion
Table 2
List of non-near-fault earthquakes with pulse-like ground motions.
| | Sequence number | Earthquake name | Station name | Magnitude | Closest distance (km) | PGA (m/s2) | PGV (cm/s) | | Horizontal | Vertical | Horizontal | Vertical |
| | 1 | TaiwanSMART1(45) | C00 | 7.3 | 56.0 | 1.50 | 0.71 | 29.7 | 6.9 | | 2 | TaiwanSMART1(40) | O01 | 6.3 | 60.8 | 1.60 | 0.21 | 21.1 | 3.5 | | 3 | TaiwanSMART1(45) | E01 | 7.3 | 53.3 | 1.68 | 0.66 | 24.7 | 5.9 | | 4 | TaiwanSMART1(45) | E02 | 7.3 | 51.4 | 1.36 | 0.41 | 14.5 | 4.9 | | 5 | TaiwanSMART1(45) | I01 | 7.3 | 56.2 | 1.37 | 0.74 | 31.0 | 7.4 | | 6 | TaiwanSMART1(45) | I07 | 7.3 | 55.8 | 1.19 | 0.82 | 26.9 | 7.3 | | 7 | TaiwanSMART1(45) | M01 | 7.3 | 56.9 | 1.39 | 0.80 | 28.4 | 5.9 | | 8 | TaiwanSMART1(45) | M07 | 7.3 | 55.1 | 1.58 | 1.04 | 26.9 | 9.6 | | 9 | TaiwanSMART1(45) | O01 | 7.3 | 57.9 | 1.71 | 0.49 | 22.4 | 6.9 | | 10 | Kobe_Japan | Kakogawa | 6.9 | 22.5 | 3.18 | 1.68 | 26.9 | 9.0 | | 11 | Parkfield-02_CA | SanLuisObispo | 6.0 | 61.1 | 0.10 | 0.05 | 1.1 | 0.4 | | 12 | Parkfield-02_CA | CityHallAnnex | 6.0 | 117.9 | 0.14 | 0.04 | 3.2 | 1.5 | | 13 | Parkfield-02_CA | FireStation39 | 6.0 | 22.5 | 0.59 | 0.23 | 6.1 | 3.1 | | 14 | Parkfield-02_CA | Hwy58&Wasco | 6.0 | 85.6 | 0.07 | 0.03 | 1.3 | 0.4 | | 15 | Darfield_NewZealand | CathedralCollege | 7.0 | 19.9 | 1.81 | 1.96 | 59.2 | 12.6 | | 16 | Darfield_NewZealand | Hospital | 7.0 | 18.4 | 1.95 | 1.61 | 67.2 | 16.0 | | 17 | Darfield_NewZealand | CashmereHighSchool | 7.0 | 17.6 | 2.46 | 2.91 | 50.4 | 12.5 | | 18 | Darfield_NewZealand | WAKC | 7.0 | 72.5 | 1.50 | 0.63 | 15.1 | 7.3 | | 19 | Darfield_NewZealand | WBCS | 7.0 | 207.6 | 0.21 | 0.07 | 3.1 | 1.9 | | 20 | Darfield_NewZealand | WDFS | 7.0 | 240.8 | 0.07 | 0.02 | 1.0 | 1.0 |
|
|
Note: PGA denotes peak ground acceleration.
|
