India is divided into 4 seismic zones (II to V). Zone factor (Z) is used to calculate design seismic base shear. IS 1893 was revised in 2016 โ Zone I was merged into Zone II.
Seismic Zone Factors (IS 1893 Table 3)
Z = Zone Factor = Effective Peak Ground Acceleration (as fraction of g)
| Zone / City | Z Factor | Intensity | Risk / State | Examples |
|---|
| Zone II (Low) | 0.10 | VI (or less) | Low damage risk | South & Central Peninsula |
| Zone III (Moderate) | 0.16 | VII | Moderate damage risk | Mumbai, Kolkata, Chennai, Jaipur |
| Zone IV (Severe) | 0.24 | VIII | High damage risk | Delhi, Patna, Lucknow, most of NE |
| Zone V (Very Severe) | 0.36 | IX (or more) | Very high damage risk | Kashmir, NE India, Kutch, Uttarakhand |
Importance Factor (I) โ IS 1893 Table 8
Multiplied with base shear โ higher I = more conservative design
| Zone / City | Z Factor | Intensity | Risk / State | Examples |
|---|
| Residential, Commercial, Office | 1.0 | Normal | | Standard buildings |
| Schools, Assembly halls, Cinemas | 1.2 | Important | | Large occupancy |
| Hospitals, Fire stations, Emergency | 1.5 | Critical | | Post-earthquake functionality |
| Nuclear, Dams, Large bridges | 1.5โ2.0 | Lifeline | | Special structures โ as per specific IS codes |
Response Reduction Factor (R) โ IS 1893 Table 9
Higher R = more ductile system = lower design forces
| Zone / City | Z Factor | Intensity | Risk / State | Examples |
|---|
| Ordinary RC Moment Frame | 3.0 | Low ductility | | Not permitted in Zone IV, V |
| Special RC Moment Frame (SMRF) | 5.0 | High ductility | | IS 13920 ductile detailing |
| Ordinary RC Shear Wall | 3.0 | Low ductility | | |
| Ductile RC Shear Wall | 4.0 | Medium ductility | | |
| Dual System (SMRF + Ductile Wall) | 5.0 | High ductility | | Most high-rise buildings |
| Steel Moment Frame (SMRF) | 5.0 | High ductility | | IS 800 steel |
| Steel Braced Frame | 4.0 | Medium ductility | | |
| Unreinforced Masonry | 1.5 | Non-ductile | | Not permitted in Zone III, IV, V |
| Confined Masonry | 3.0 | Low ductility | | With RC tie columns & bands |
Notes
โข Base Shear: VB = Z/2 ร I/R ร Sa/g ร W. This is the fundamental seismic design equation.
โข Sa/g = spectral acceleration coefficient โ depends on time period (T) and soil type (I, II, III)
โข Soil Type I = Rock/Hard, Type II = Medium, Type III = Soft. Soft soil amplifies seismic waves.
โข IS 1893:2016 removed Zone I โ all of India is now Zone II or higher
โข In Zone IV & V: ductile detailing per IS 13920 is MANDATORY for all RC frames
โข For buildings < 15m in Zone II: seismic analysis may not be critical โ but IS 1893 compliance is still required
โข Seismic weight includes: full DL + 25% LL (if LL โค 3 kN/mยฒ) or 50% LL (if LL > 3 kN/mยฒ)
โข Time period for RC frame: T = 0.075 ร h^0.75 (h = height in metres)
โข Time period for RC shear wall: T = 0.075 ร h^0.75 ร โ(Aw/Ab) โ modified by wall area