Seismic Analysis

Response spectrum and equivalent lateral force analysis

ASCE 7-22Eurocode 8DPT 1302ELF Method

Calculation results are decision-support tools. The design engineer must review and verify all results independently.

Seismic Code

Thai City (Optional)

Ss (Short-period, g)

0.25g (low) to 2.5g (high)

S1 (1-second, g)

0.1g (low) to 1.0g (high)

Building Height (m)

Number of Stories

Total Weight (kN)

Damping Ratio

Fill in the data and click Analyze to evaluate seismic forces