DYNAMICS 11.0 Harmonic Response Analysis Example Fixed-Fixed Beam Training Manual

This training manual shows how to perform a harmonic response analysis of a fixed‑fixed beam using DYNAMICS 11.0 software.


DYNAMICS 11.0 Harmonic Response Analysis Example Fixed-Fixed Beam Training Manual - cover page
Brand
Dynamics
Category
Other
Document type
User Manual
Language
Chinese
Pages
10
File format
PDF
File size
188 KB
Published
30 September, 2026
Updated
30 September, 2026
MD5 checksum
32CE6A8635AD4DA1D36DE281E47835E5

About this manual

The manual explains step‑by‑step how to set up a beam model, define a harmonic analysis, apply loads, set damping, and run the solution in DYNAMICS 11.0. It is intended for users who need to study the dynamic response of a steel beam with two rotating machines.

The procedure covers clearing the database, reading the input file, selecting the harmonic analysis type, configuring analysis options, applying forces at specified nodes, defining a 5‑30 Hz frequency sweep with 25 steps, solving, and post‑processing results such as displacement‑frequency curves and phase‑angle relationships. This manual is written in Chinese.

What's inside

  • Model Setup
  • Analysis Specification
  • Analysis Options
  • Load Application
  • Damping Settings
  • Frequency Sweep Definition
  • Solution Execution
  • Result Post‑Processing
  • Additional Phase‑Difference Analysis

Specifications

Software version11.0
Analysis methodfull
Damping ratio0.02 (2%)
Frequency range5–30 Hz (300–1800 rpm)
Beam length10 ft

Frequently asked questions

How do I set the damping ratio?

Set the damping ratio to 0.02 (2%) via Solution > Load Step Opts > Time/Frequency > Damping.

How many frequency steps are used?

The analysis uses 25 frequency steps between 5 Hz and 30 Hz.

How to apply the harmonic loads?

Apply Y‑direction forces of 70 lb at nodes 9 and 17 using Loads > Apply > Structural > Force/Moment.

How to view the displacement vs frequency curve?

After solving, use the post‑processing tools to plot UY displacement of the two loaded nodes versus frequency.

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