Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments

Table 5

Effects of skew angle and pounding on the maximum transverse displacement at the obtuse corner.

Case (°)	Displacement (mm)
	Pounding	GM							Average
		1	2	3	4	5	6	7
30	Without	2.43	2.30	2.57	2.57	2.23	2.99	2.62	2.55
	With	2.25	2.34	1.98	1.84	1.65	1.84	2.03	1.98
45	Without	3.23	3.35	3.54	3.17	3.58	4.18	4.36	3.75
	With	2.89	2.89	2.71	2.76	2.66	2.71	2.57	2.74