Handbookโ€บSeismic Zone Data (IS 1893)

Seismic Zone Data (IS 1893)

IS 1893 (Part 1) : 2016 ยท Clause 6.4 โ€” Zone Factor (Table 3) & Annex A โ€” Seismic Zone Map
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.
IS 1893 โ†’
39 items shown
Seismic Zone Factors (IS 1893 Table 3)
Z = Zone Factor = Effective Peak Ground Acceleration (as fraction of g)
Zone / CityZ FactorIntensityRisk / StateExamples
Zone II (Low)0.10VI (or less)Low damage riskSouth & Central Peninsula
Zone III (Moderate)0.16VIIModerate damage riskMumbai, Kolkata, Chennai, Jaipur
Zone IV (Severe)0.24VIIIHigh damage riskDelhi, Patna, Lucknow, most of NE
Zone V (Very Severe)0.36IX (or more)Very high damage riskKashmir, NE India, Kutch, Uttarakhand
Major Cities โ€” Seismic Zone
Zone / CityZ FactorIntensityRisk / StateExamples
AhmedabadIII0.16GujaratAfter 2001 Bhuj earthquake
Bangalore / BengaluruII0.10Karnataka
BhopalII0.10MP
BhubaneswarIII0.16Odisha
ChandigarhIV0.24Punjab
ChennaiIII0.16Tamil Nadu
Delhi / NCRIV0.24DelhiHigh risk โ€” near Himalayan plate boundary
GuwahatiV0.36AssamNE India โ€” highest zone
HyderabadII0.10Telangana
JaipurII0.10Rajasthan
KochiIII0.16Kerala
KolkataIII0.16West BengalSoft soil amplification risk
LucknowIII0.16UP
MumbaiIII0.16Maharashtra
NagpurII0.10Maharashtra
PatnaIV0.24BiharIndo-Gangetic plain โ€” soft soil
PuneIII0.16Maharashtra
ShimlaIV0.24HPHimalayan zone
SrinagarV0.36J&KHimalayan zone
ThiruvananthapuramIII0.16Kerala
VaranasiIII0.16UP
VisakhapatnamII0.10AP
Importance Factor (I) โ€” IS 1893 Table 8
Multiplied with base shear โ€” higher I = more conservative design
Zone / CityZ FactorIntensityRisk / StateExamples
Residential, Commercial, Office1.0NormalStandard buildings
Schools, Assembly halls, Cinemas1.2ImportantLarge occupancy
Hospitals, Fire stations, Emergency1.5CriticalPost-earthquake functionality
Nuclear, Dams, Large bridges1.5โ€“2.0LifelineSpecial 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 / CityZ FactorIntensityRisk / StateExamples
Ordinary RC Moment Frame3.0Low ductilityNot permitted in Zone IV, V
Special RC Moment Frame (SMRF)5.0High ductilityIS 13920 ductile detailing
Ordinary RC Shear Wall3.0Low ductility
Ductile RC Shear Wall4.0Medium ductility
Dual System (SMRF + Ductile Wall)5.0High ductilityMost high-rise buildings
Steel Moment Frame (SMRF)5.0High ductilityIS 800 steel
Steel Braced Frame4.0Medium ductility
Unreinforced Masonry1.5Non-ductileNot permitted in Zone III, IV, V
Confined Masonry3.0Low ductilityWith RC tie columns & bands
Notes
โ€ข Base Shear: VB = Z/2 ร— I/R ร— Sa/g ร— W. This is the fundamental seismic design equation.
โ€ข Sa/g = spectral acceleration coefficient โ€” depends on time period (T) and soil type (I, II, III)
โ€ข Soil Type I = Rock/Hard, Type II = Medium, Type III = Soft. Soft soil amplifies seismic waves.
โ€ข IS 1893:2016 removed Zone I โ€” all of India is now Zone II or higher
โ€ข In Zone IV & V: ductile detailing per IS 13920 is MANDATORY for all RC frames
โ€ข For buildings < 15m in Zone II: seismic analysis may not be critical โ€” but IS 1893 compliance is still required
โ€ข Seismic weight includes: full DL + 25% LL (if LL โ‰ค 3 kN/mยฒ) or 50% LL (if LL > 3 kN/mยฒ)
โ€ข Time period for RC frame: T = 0.075 ร— h^0.75 (h = height in metres)
โ€ข Time period for RC shear wall: T = 0.075 ร— h^0.75 ร— โˆš(Aw/Ab) โ€” modified by wall area

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