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