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Retrofitting

Advanced and Design Earthquake Engineering Reviewed 24 Oct 2026 2 min read

Many existing buildings were designed before current seismic rules or have deteriorated. Retrofitting raises their capacity or reduces their demand so that they can survive a design earthquake. It starts with an evaluation: a rapid visual screening to prioritise buildings, then a detailed assessment of materials, reinforcement, irregularities and expected performance. In India, IS 15988 gives guidelines for seismic evaluation and strengthening of existing reinforced concrete buildings.

Member-level strategies strengthen weak elements. Reinforced concrete jacketing adds a new shell of concrete and steel around a column or beam, increasing strength, stiffness and confinement. Steel jacketing and fibre-reinforced polymer wrapping confine columns and add shear strength with little increase in size. Weak beam-column joints can be strengthened by jacketing through the joint.

Diagram: Indiacon original, not to scale.

Global strategies change how the building as a whole resists earthquakes. New shear walls or steel bracing add strength and stiffness and reduce drift, relieving weak columns. Infilling an open ground storey, or adding walls there, removes a soft storey. Base isolation or dampers reduce the demand instead of raising capacity, which suits heritage buildings where intervention must be minimal. Foundations must be checked for any new loads.

The chosen scheme balances safety, cost, disruption and how long the building can be closed. Retrofitting is most effective when it removes the main deficiency, often a soft storey or weak columns, rather than spreading small improvements everywhere.

Tip

Target the governing deficiency first, often the soft storey or weak columns.

Key formulas
  • Axial capacity ratio after jacketing ≈ A_new / A_old (concrete only, same grade)
  • Flexural stiffness ratio = I_new / I_old = (b_new / b_old)⁴ for a square section
Common mistake

Jacketing only some columns and creating new stiffness irregularity and torsion.

Solved example

Problem. A 300 mm square column is jacketed with 100 mm of new concrete on every side. Ignoring steel and assuming the same concrete grade, estimate the increase in axial capacity and in flexural stiffness.

  1. New size = 300 + 2 × 100 = 500 mm square.
  2. Area ratio = 500² / 300² = 250 000 / 90 000 = 2.78.
  3. Stiffness ratio = (500 / 300)⁴ = 1.667⁴ = 7.72.
  4. The jacketed column is far stiffer, so it will attract more seismic force; the frame must be re-analysed and the foundation checked.

Answer. Axial capacity about 2.8 times; flexural stiffness about 7.7 times

Quick quiz

1What is the first step in retrofitting?

Seismic evaluation of the existing building.

2Name a global retrofit strategy.

Adding shear walls or steel bracing (or base isolation).

3Why re-analyse after jacketing columns?

Stiffer members attract more force, changing the force distribution.

Code note
  • IS 15988 (India): Seismic evaluation and strengthening of existing reinforced concrete buildings: guidelines.
  • 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.

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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