Research Article

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

Table 10

Test program for the isolated structure.

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

1White noise0.10.10.1
2EL(NS)-0.132Minor 8
3LWD(EW)-0.132Minor 8
4TJ(EW)-0.132Minor 8
5ART-0.132Minor 8
6EL(NS)-0.132Minor 8
7LWD(EW)-0.132Minor 8
8TJ(EW)-0.132Minor 8
9ART-0.132Minor 8
10EL-0.1320.1120.086Minor 8
11LWD-0.1320.1120.086Minor 8
12TJ-0.1320.1120.086Minor 8
13White noise0.10.10.1
14EL(NS)-0.378Moderate 8
15LWD(EW)-0.378Moderate 8
16TJ(EW)-0.378Moderate 8
17ART-0.378Moderate 8
18EL(NS)-0.378Moderate 8
19LWD(EW)-0.378Moderate 8
20TJ(EW)-0.378Moderate 8
21ART-0.378Moderate 8
22EL-0.3780.3210.245Moderate 8
23LWD-0.3780.3210.245Moderate 8
24TJ-0.3780.3210.245Moderate 8
25White noise0.10.10.1
26El(NS)-0.755Major 8
27LWD(EW)-0.755Major 8
28TJ(EW)-0.755Major 8
29ART-0.755Major 8
30El(NS)-0.755Major 8
31LWD(EW)-0.755Major 8
32TJ(EW)-0.755Major 8
33ART-0.755Major 8
34El-0.7550.6420.491Major 8
35LWD-0.7550.6420.491Major 8
36TJ-0.7550.6420.491Major 8
37White noise0.050.050.05