Seismic Performance of Super High-Rise Building Structure with Dual Lines of Defense Based on Response Surface Optimization Algorithm

Table 1

Structural calculation parameters.

Name	Parameter
Maximum control length of wall panel subdivision (m)	0.8
Minimum control length of wall panel subdivision (m)	0.8
Earthquake intensity	7.5 (0.15 g)
Site type	II
Design earthquake grouping	The second group
Characteristic period	0.45
Explicit analysis of vertical loading	Yes
Mode number of modal calculation	10