Structural dynamics · equation of motion

Building the Motion Equation

Assemble a consistent time-dependent force balance for one response coordinate.

Approx. 32 min

Learning objectives

By the end of this lesson

  • Define equation of motion in physical engineering terms.
  • Use linear sdof equilibrium with consistent quantities and units.
  • Change model inputs and explain the resulting trend.
  • Separate an educational model result from a code-based safety decision.

Before you calculate

What this means in the real world

01

What the formula is for

Each term has units of force. Initial displacement and velocity complete the problem statement.

mü(t) + cu̇(t) + ku(t) = p(t)
02

Where an engineer uses it

Equipment support under a motor start: This application turns equation of motion into a real modelling decision.

Represent the supported equipment and frame by an effective mass, stiffness, and damping coefficient.

03

What a wrong value can do

A wrong unit, sign, scale, boundary condition, or property can produce a believable number with the wrong physical meaning. It may understate demand, exaggerate it, or lead to the wrong failure check.

Definition

equation of motion

A mathematical statement that balances applied loading with inertia, damping, and restoring actions at every instant.

Why it mattersIt provides the central modelling idea for building the motion equation and connects observed motion to a solvable engineering representation.

Build the physical picture

Assemble a consistent time-dependent force balance for one response coordinate. Start by identifying the system boundary, response coordinates, applied action, and the properties that store or dissipate energy. A useful model is the simplest one that preserves the behaviour needed for the engineering question.

Formula

Linear SDOF equilibrium

mü(t) + cu̇(t) + ku(t) = p(t)

Each term has units of force. Initial displacement and velocity complete the problem statement.

u
response displacement or displacement vectorm
t
times
ω
angular frequency where usedrad/s

Formula experiment

Explore equation of motion

Change the available model inputs, watch the motion or force relationship, and describe the trend before reading the numerical result.

equilibrium
m
/\/\/\/\/

One full left-right cycle represents the calculated natural period.

Natural periodTₙ = 0.702 s
Natural frequencyfₙ = 1.424 Hz
Circular frequencyωₙ = 8.944 rad/s

Idealized undamped linear SDOF result. Changing mass or stiffness updates the model, not the safety of a real structure.

01

Real-world application

Equipment support under a motor start

This application turns equation of motion into a real modelling decision.

Modelling move
Represent the supported equipment and frame by an effective mass, stiffness, and damping coefficient.
Engineering question
Which response quantity governs the support check during start-up?

Calculate, compare, interpret

Editable formula question

Assemble instantaneous dynamic demand: Building the Motion Equation

Edit the model state and calculate the force needed to balance inertia, damping, and stiffness.

p(t) = mü + cu̇ + ku
Substitute your current valuesp = (1000×0.5) + (3000×0.1) + (20000×0.02)Answer format: enter the numerical result only in kN. Example: 12, not “answer = 12”.
kN
Round only at the final step. The accepted tolerance for this exercise is ±0.03.

The displayed minimum, maximum, and textbook values define this learning exercise only. They are not universal design limits.

Editable formula question

Compare a model demand with your entered criterion

Enter a demand and a comparison value chosen for this exercise, then interpret the ratio.

utilization indicator = model demand / entered criterion
Substitute your current valuesratio = 4 ÷ 5Answer format: enter the numerical result only (no unit for this dimensionless result). Example: 12, not “answer = 12”.
—
Round only at the final step. The accepted tolerance for this exercise is ±0.01.

The displayed minimum, maximum, and textbook values define this learning exercise only. They are not universal design limits.