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Reading the elastic response spectrum

Understand spectral acceleration, periods, damping and horizontal or vertical components.

Module 2: Seismic action and design spectrumLesson 4/2020 min
Expert/source verification requiredEdition-dependent or normative details must be confirmed against the adopted standard and National Annex before project use.
Elastic response spectrumSpectral accelerationCorner periodsDampingVertical action

Learning objectives

In this lesson

  • A spectrum summarizes peak oscillator response by period.
  • Corner periods mark shape transitions.

Engineering explanation

A response spectrum plots peak response of idealized single-degree-of-freedom oscillators exposed to a defined motion. Each point represents a natural period; the curve is not a time history and its peaks do not occur simultaneously. Short-, intermediate- and long-period regions express different response characteristics, while corner periods mark transitions in the prescribed shape. Damping assumptions and vertical components must follow the applicable source. This lesson intentionally provides no unverified numerical spectrum definition.

Concept exercise

Concept diagram: response-spectrum regions

Trace a hypothetical natural period to its spectral ordinate. Do not infer project values.

Short-period region

Stiff systems may attract high acceleration.

Intermediate region

The prescribed shape commonly contains a high-demand transition or plateau.

Long-period region

Flexible systems shift interpretation toward displacement-sensitive response.

Key takeaways

What to carry forward

  • A spectrum summarizes peak oscillator response by period.
  • Corner periods mark shape transitions.
  • Damping and vertical-action rules are source-dependent.
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