Investigation on Seismic Behavior of Historical Tokatlı Bridge under Near-Fault Earthquakes

Table 5

Dynamic ANSYS analysis results.

Number#	Fault	Earthquakes	Historical Tokatlı Bridge
			Deformation	Maximum principal elastic strain	Maximum principal stress
			(mm)	(mm/mm)	(MPa)
1	Near fault	Cape Mend, 1992	5.64	0.00068	2.10
2		Chi-Chi, 1999	1.98	0.00029	0.90
3		Imperial Valley, 1979	3.37	0.00045	1.39
4		Kobe, 1995	6.83	0.00064	1.87
5		Northridge, 1994	4.10	0.00053	1.63
6		Superstition Hills, 1987	4.11	0.00054	1.64