Computer Application For Ce Staad2D
Advanced Analysis, Dynamics & Foundation Workflow - Dynamic Analysis
A verification-first treatment of P-Delta effects, elastic stability, modal analysis, response spectra, time-history base excitation, nonlinear-analysis scope, and current STAAD Foundation Advanced coordination.
Open the complete lessonDynamic Seismic Response — SDOF Newmark Integration
The relative displacement is solved from the same deterministic base-acceleration history shown on the chart.
10 t
100 kN/m
5 %
Natural frequency ω3.16 rad/s
Natural period T1.99 s
Peak |u|71.70 mm
Peak |üg|1.96 m/s²
The ground motion is a deterministic synthetic teaching record, not a recorded earthquake, response-spectrum substitute, or project-specific seismic input. This is one linear SDOF oscillator, not a modal building model.
MASS
t = 0.0 s · u = 0.00 mm
Loading chart...
m·ü + c·u̇ + k·u = −m·üg(t) | Newmark β = 1/4, γ = 1/2
Related simulations
Introduction to STAAD.Pro — Analysis, Modeling & Verification - Introduction To Staad ProIntroduction to STAAD.Pro — Analysis, Modeling & Verification - S T A A D WorkflowModeling and Geometry Generation — 3D Analytical Model Quality - Local AxesModeling and Geometry Generation — 3D Analytical Model Quality