Research Article

Shaking Table Tests on Earthquake Response Characterization of a Complex Museum Isolated Structure in High Intensity Area

Table 11

Test program for the base-fixed structure.

Test caseInput signal Peak value of input acceleration(g)Note

1White noise0.050.050.05
2El(NS)-0.092Minor 7
3LWD(EW)-0.092Minor 7
4TJ(EW)-0.092Minor 7
5ART-0.092Minor 7
6El(NS)-0.092Minor 7
7LWD(EW)-0.092Minor 7
8TJ(EW)-0.092Minor 7
9ART-0.092Minor 7
10El-0.0920.0780.060Minor 7
11LWD-0.0920.0780.060Minor 7
12TJ-0.0920.0780.060Minor 7
13White noise0.050.050.05
14EL(NS)-0.264Moderate 7
15LWD(EW)-0.264Moderate 7
16TJ(EW)-0.264Moderate 7
17ART-0.264Moderate 7
18EL(NS)-0.264Moderate 7
19LWD(EW)-0.264Moderate 7
20TJ(EW)-0.264Moderate 7
21ART-0.264Moderate 7
22EL-0.2640.2240.171Moderate 7
23LWD-0.2640.2240.171Moderate 7
24TJ-0.2640.2240.171Moderate 7
25White noise0.050.050.05
26EL(NS)-0.581Major 7
27LWD(EW)-0.581Major 7
28TJ(EW)-0.581Major 7
29ART-0.581Major 7
30EL(NS)-0.581Major 7
31LWD(EW)-0.581Major 7
32TJ(EW)-0.581Major 7
33ART-0.581Major 7
34EL-0.5810.4940.378Major 7
35LWD-0.5810.4940.378Major 7
36TJ-0.5810.4940.378Major 7
37White noise0.050.050.05