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Advances in Civil Engineering
/
2018
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Article
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Tab 8
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Research Article
Seismic Response Analysis of Fully Base-Isolated Adjacent Buildings with Segregated Foundations
Table 8
Effect of different seismic gaps on the pounding force at the pounding level.
Storey level
Separation distance (mm)
Pounding force (kN)
Time (s)
4th
30
2289.81
4.74
4th
170
1920.70
4.93
4th
300
1366.15
5.24