Seismic Response Analysis of Continuous Multispan Bridges with Partial Isolation

Table 4

Comparison of results according to the different analysis techniques for each of the 7 ground motion records considered.

Record	[m]			[kN]			[MNm]			[kN]			[kN]
	CMS	RMS	FTS	CMS	RMS	FTS	CMS	RMS	FTS	CMS	RMS	FTS	CMS	RMS	FTS
#1	0.1556	0.1557	0.1548	1468.2	1512.9	1435.2	65.801	65.840	65.878	846.0	832.5	846.0	948.2	947.8	942.4
#2	0.2099	0.2096	0.2077	2114.9	2175.0	2175.6	74.322	73.745	72.942	1197.8	1187.6	1200.9	1279.6	1275.7	1264.2
#3	0.1504	0.1505	0.1490	1854.3	1871.9	1905.0	60.887	59.777	59.856	890.7	883.8	890.5	916.9	916.0	907.0
#4	0.2164	0.2167	0.2144	2169.8	2198.6	2198.9	78.089	78.244	77.744	1183.2	1171.2	1190.7	1319.0	1318.6	1305.0
#5	0.3471	0.3475	0.3439	2088.8	2016.8	2239.5	105.322	104.517	103.797	2107.2	2099.2	2128.0	2115.7	2114.8	2093.3
#6	0.1971	0.1966	0.1954	1948.0	1955.0	1783.2	83.645	82.237	82.389	1088.8	1102.9	1126.8	1201.4	1196.8	1189.1
#7	0.0799	0.0799	0.0790	968.2	958.5	932.9	30.202	29.984	30.055	464.0	459.4	464.6	486.8	486.3	480.6