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Match the building configuration characteristics in Group-I with their seismic consequences in Group-II
Group I Group II P. Re-entrant corner 1. Soft storey Q. Floating column 2. Stress concentration at corner R. Irregular storey 3. Load path stiffness discontinuity S. Gap between 4. Vertical asymmetry adjacent buildings 5. Pounding
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- P-3, Q-1, R-2, S-4
- P-2, Q-3, R-1, S-5
- P-4, Q-3, R-1, S-5
- P-3, Q-5, R-2, S-1