Seismic Response Spectrum Calculator ← Tools Index
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Interactive Tool — Seismic Engineering

Seismic Response Spectrum Calculator

Interactively compute design response spectra (simplified model based on Japan Building Code / ASCE/SEI 7). Adjust damping ratio and site class to compare Sa, Sv, and Sd spectra in real time.

$S_d = \dfrac{S_a}{\omega^2} = S_a \cdot \left(\dfrac{T}{2\pi}\right)^2$
Response Spectrum (Multiple Damping Ratios) Acceleration Spectrum Sa [m/s²]
Response Values at Selected Period T
Natural Period T [s]
Sa [m/s²]
Sv [m/s]
Sd [m]

Theory Notes — How to Read a Response Spectrum

A response spectrum plots the maximum response of single-degree-of-freedom (SDOF) systems with varying natural periods, all subjected to the same ground motion. Engineers read the spectral value at their structure's natural period T and compute the equivalent static force as $F = S_a \times m$.

$$S_a(T) \xrightarrow{\div \omega^2} S_d(T) = \frac{T^2}{4\pi^2} S_a(T), \quad S_v(T) = \frac{T}{2\pi} S_a(T)$$

Higher damping reduces spectral values. Standard design damping ratios are 2% for steel structures and 5% for reinforced concrete. Seismically isolated structures use an equivalent damping ratio of 20–30% to substantially reduce the seismic response.

The design spectrum in this tool is a simplified model based on Japan's standard acceleration response spectrum (use code-specified or site-specific spectra for actual design).