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Seismic zones of India

Basics Earthquake Engineering Reviewed 24 Oct 2026 2 min read

India's earthquake hazard is mapped into zones so that buildings in high-hazard areas are designed for larger forces. The map in IS 1893 (Part 1):2016 has four zones, numbered II to V, each with a zone factor that represents the effective peak ground acceleration, as a fraction of g, for the design earthquake. Zone II, the lowest, covers much of the stable peninsular shield; zone V, the highest, covers the regions closest to the most active plate-boundary faults.

The pattern follows geology. The Indian plate is moving north and pushing under Eurasia, so the Himalayan arc, the North-East and the Andaman and Nicobar Islands carry the highest hazard. The Kutch region in Gujarat has a history of large intraplate earthquakes and is also in the highest zone. The Indo-Gangetic plains, close to the Himalaya and underlain by deep soft sediments, fall largely in zones III and IV, and most of southern and central India is in zones II and III.

Diagram: Indiacon original, not to scale.

The zone factor enters the design horizontal seismic coefficient together with the importance of the building, the response reduction factor for its structural system and the spectral shape for its period and soil. Moving up one zone raises design forces substantially, which is why zone boundaries matter to cost as well as safety.

Hazard maps are revised as data improve. A revised edition of IS 1893 (Part 1) with a new probabilistic map was notified in late 2025 and withdrawn in March 2026, restoring the 2016 edition. Always confirm the edition and zone in force on the BIS portal before design; local site studies are needed for dams, nuclear plants and other critical works.

Tip

Confirm the current edition and the zone of the exact site before starting a design.

Key formulas
  • Zone factors (IS 1893 Part 1:2016): II 0.10, III 0.16, IV 0.24, V 0.36
  • Design horizontal coefficient: A_h = (Z / 2)(I / R)(S_a / g)
Common mistake

Using the zone factor directly as the design coefficient; it is divided by 2 and combined with I, R and Sa/g.

Solved example

Problem. Compare A_h for the same building in zone III and zone V. Take I = 1.2, R = 5 and S_a / g = 2.5 (short-period plateau).

  1. Zone III: A_h = (0.16 / 2)(1.2 / 5)(2.5) = 0.08 × 0.24 × 2.5 = 0.048.
  2. Zone V: A_h = (0.36 / 2)(1.2 / 5)(2.5) = 0.18 × 0.24 × 2.5 = 0.108.
  3. Ratio = 0.108 / 0.048 = 2.25.

Answer. A_h = 0.048 in zone III and 0.108 in zone V, 2.25 times higher

Quick quiz

1How many zones does the IS 1893 (Part 1):2016 map have?

Four, zones II to V.

2Why is the Himalayan arc in the highest zones?

It lies on the active boundary where the Indian plate pushes under Eurasia.

3What does the zone factor represent?

The effective peak ground acceleration (as a fraction of g) for the design earthquake.

Code note
  • IS 1893 (Part 1) (India): Criteria for earthquake-resistant design: seismic zones and how to work out earthquake forces.

Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.

References and further reading

Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.

  • A. K. Chopra, Dynamics of Structures, Pearson, latest edition.
  • T. Paulay, M. J. N. Priestley, Seismic Design of Reinforced Concrete and Masonry Buildings, Wiley, 1992.
  • P. Agarwal, M. Shrikhande, Earthquake Resistant Design of Structures, PHI Learning, latest edition.

Free and official sources

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