What an earthquake does to a building
An earthquake does not push a building directly. It shakes the ground, and the building's mass, trying to stay where it was, lags behind. The result is horizontal inertia forces at every floor, largest where the mass is greatest and the shaking amplified most.
How strongly a building responds depends on its natural period, the time for one free sway. Stiff low-rise buildings have short periods; tall flexible buildings have long ones. When the ground shakes near a building's period, the response grows. Soft soils amplify some periods and lengthen the shaking.
Codes do not ask buildings to stay elastic in a large earthquake; that would be uneconomic. Instead, the structure is designed for a reduced force and detailed to be ductile, so that chosen parts yield and absorb energy without collapse. Closely spaced ties at column ends, strong columns relative to beams, and well-anchored bars are what make that possible.
Irregular buildings concentrate damage. A soft open ground storey, a heavy water tank on the roof, or a sudden change in plan can lead to collapse even when the rest of the building is sound.
Natural period of a single-degree system: T = 2π √(m / k)Inertia force F = m × a
Problem. A water tank structure is idealised as mass 50 000 kg on a support of lateral stiffness 20 × 10⁶ N/m. Find its natural period.
- T = 2π √(50 000 / 20 × 10⁶) = 2π √(0.0025) = 2π × 0.05 = 0.314 s.
Answer. About 0.31 s
Quick quiz
1What generates earthquake forces in a building?
The inertia of its mass as the ground shakes.
2Why are buildings designed for less than elastic force?
Ductile detailing lets them yield safely and absorb energy.
3Name a dangerous irregularity.
An open soft ground storey.
- IS 1893 (Part 1) (India): Criteria for earthquake-resistant design: seismic zones and how to work out earthquake forces.
- IS 13920 (India): Ductile design and detailing of reinforced concrete structures for seismic 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.
Related videos
Column end confinement zone
Closer ties near column ends help a column survive earthquake shaking. IS 13920.
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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