单桩式海上风力机整体化地震反应
席仁强,杜修力,王丕光,许成顺,许坤

Integrated seismic response of monopile supported offshore wind turbines
Ren-qiang XI,Xiu-li DU,Pi-guang WANG,Cheng-shun XU,Kun XU
表 2 输入地震动及其工程参数
Tab.2 Input ground motions and their engineering parameters
序号 地震 所选分量 PGA /g SaT1)/g 序号 地震 所选分量 PGA /g SaT1)/g
1 Kocaeli,1999 ARC090 0.22 0.05 15 Superstition Hills,1987 POE360 0.30 0.11
2 Duzce,1999 BOL000 0.73 0.15 16 Cape Mendocino,1992 RIO270 0.38 0.05
3 Loma-Prieta,1989 CAP000 0.50 0.06 17 Kobe,1995 SHI000 0.24 0.10
4 Chi-Chi,1999 CHY101E 0.28 0.38 18 Friuli,1976 TMZ000 0.35 0.03
5 Imperial-Valley,1979 DLT262 0.21 0.16 19 Landers,1992 YER270 0.25 0.12
6 Kocaeli,1999 DZC180 0.31 0.18 20 Manjil,1990 184327 0.27 0.17
7 Imperial-Valley,1979 E11140 0.36 0.15 21 Darfield,2010 CN26W 0.19 0.34
8 Loma-Prieta,1989 G03090 0.36 0.12 22 El-Mayor,2010 CXO090 0.18 0.22
9 Hector,1999 HEC090 0.34 0.08 23 Duzce,1999 DZC270 0.27 0.13
10 Superstition Hills,1987 ICC090 0.26 0.13 24 El-Mayor,2010 GEO000 0.27 0.35
11 Northridge,1994 LOS000 0.41 0.11 25 Darfield,2010 HCS89W 0.15 0.22
12 Northridge,1994 MUL009 0.42 0.10 26 Chi-Chi,1999 TCU070N 0.16 0.27
13 Kobe,1995 NIS000 0.51 0.07 27 Chi-Chi,1999 TCU109N 0.16 0.36
14 SanFernando,1971 PEL090 0.21 0.09