Assessing seismic risks for new and existing buildings using performance-based earthquake engineering (PBEE) methodology - Seismic Risk Analysis and Management of Civil Infrastructure Systems - page 321

S LE25 S LE43 DBE MCE OVE

L37 L37 L37 L37 L37

L27 L27 L27 L27 L27

L17 L17 L17 L17 L17

L7 L7 L7 L7 L7

B4 B4 B4 B4 B4

0 2 4 6 0 2 4 6 0 2 4 6 0 2 4 6 0 2 4 6

L37 L37 L37 L37 L37

L27 L27 L27 L27 L27

L17 L17 L17 L17 L17

L7 L7 L7 L7 L7

B4 B4 B4 B4 B4

0 2 4 6 0 2 4 6 0 2 4 6 0 2 4 6 0 2 4 6

L37 L37 L37 L37 L37

L27 L27 L27 L27 L27

L17 L17 L17 L17 L17

L7 L7 L7 L7 L7

B4 B4 B4 B4 B4

0 2 4 6 0 2 4 6 0 2 4 6 0 2 4 6 0 2 4 6

Inter-story drift ratio [%]

12.10 Maximum inter-story drift ratio in H1 direction.