Shock and Vibration / 2022 / Article / Tab 6 / Research Article
Influence of Abutment Stiffness and Strength on the Seismic Response of Horizontally Curved RC Bridges in Comparison with Equivalent Straight Bridges at Different Seismic Intensity Levels Table 6 Description of ground motion records.
# Name Year Station Magnitude PGA Shear wave velocity Scale factor Major (g) Minor (g) DBE MCE 1 San Fernando 1971 LA-hollywood stor FF 6.61 0.225 0.195 316.46 2.34 3.51 2 Tabas_Iran 1978 Boshruyeh 7.35 0.106 0.085 324.57 3.89 5.84 3 Imperial Valley-06 1979 El centro array #13 6.53 0.139 0.118 249.92 3.66 5.49 4 Superstition Hills-02 1987 Poe road (temp) 6.54 0.475 0.286 193.67 1.40 2.10 5 Loma Prieta 1989 Fremont-Emerson court 6.93 0.192 0.14 284.79 3.15 4.73 6 Manjil_Iran 1990 Abhar 7.37 0.209 0.132 302.64 2.15 3.22 7 Northridge-01 1994 LA-Pico & Sentous 6.69 0.186 0.103 304.68 3.51 5.27 8 Kobe_Japan 1995 Sakai 6.9 0.152 0.127 256.00 2.83 4.25 9 Umbria Marche_Italy 1997 Castelnuovo-Assisi 6.0 0.173 0.105 293.00 3.27 4.91 10 Iwate_Japan 2008 Kitakami Yanagiharach 6.9 0.206 0.154 348.99 3.39 5.09 11 El Mayor-Cucapah_Mexico 2010 RIITO 7.2 0.397 0.376 242.05 1.00 1.50