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earthquake loss estimation model - IIASA

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Expected damage [%]<br />

VULNERABILITY MODELS<br />

Summary<br />

100%<br />

90%<br />

80%<br />

70%<br />

60%<br />

50%<br />

40%<br />

30%<br />

20%<br />

10%<br />

0%<br />

Type 1 - Adobe<br />

Type 2 - Bahareque<br />

Type 3 - SM - Rigid<br />

Type 4 - SM - Flexible<br />

Type 5 - SM 2 Stories<br />

Type 6 - CM+SM<br />

Type 19 - Church<br />

0 100 200 300 400 500 600 700 800 900 1000<br />

Rock acceleration [cm/s²]<br />

90%<br />

Expected damage [%]<br />

100%<br />

80%<br />

70%<br />

60%<br />

50%<br />

40%<br />

30%<br />

20%<br />

10%<br />

0%<br />

0.0% 0.2% 0.4% 0.6% 0.8% 1.0% 1.2% 1.4% 1.6% 1.8% 2.0%<br />

Maximum interstory drift [%]<br />

Type 10 - SEMCONFM<br />

Type 11 - CONFM<br />

Type 12 - REIM<br />

Type 13 - Waffle/FS<br />

Type 14 - Weak RCF + MW<br />

Type 15 - Strong RCF + MW<br />

Type 16 - RCF+RCW<br />

Type 17 - RCSW<br />

Type 18 - LRWare-Steel<br />

Type 19 - LRWare-Conc<br />

Type 20 - SF<br />

Type 10 - SEMCONFM<br />

Type 11 - CONFM<br />

Type 12 - REIM<br />

Type 13 - Waffle/FS<br />

Type 14 - Weak RCF + MW<br />

Type 15 - Strong RCF + MW<br />

Type 16 - RCF+RCW<br />

Type 17 - RCSW<br />

Type 18 - LRWare-Steel<br />

Type 19 - LRWare-Conc<br />

Type 20 - SF

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