Structural dynamics · coupling

Coupled Equations of Motion

Form mass, damping, and stiffness matrices for multiple coordinates.

Approx. 32 min

Learning objectives

By the end of this lesson

  • Define coupling in physical engineering terms.
  • Use mdof equation 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

Every matrix row is an equilibrium equation for one selected coordinate.

Mü(t) + Cu̇(t) + Ku(t) = p(t)
02

Where an engineer uses it

Two-storey frame under lateral load: This application turns coupling into a real modelling decision.

Write coordinate equilibrium and assemble shared storey stiffness consistently into the matrix.

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

coupling

Dependence in which motion at one coordinate creates force or response at another coordinate.

Why it mattersIt provides the central modelling idea for coupled equations of motion and connects observed motion to a solvable engineering representation.

Build the physical picture

Form mass, damping, and stiffness matrices for multiple coordinates. 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

MDOF equation

Mü(t) + Cu̇(t) + Ku(t) = p(t)

Every matrix row is an equilibrium equation for one selected coordinate.

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

Formula experiment

Explore coupling

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.

17

Real-world application

Two-storey frame under lateral load

This application turns coupling into a real modelling decision.

Modelling move
Write coordinate equilibrium and assemble shared storey stiffness consistently into the matrix.
Engineering question
Which off-diagonal terms transmit interaction between floors?

Calculate, compare, interpret

Editable formula question

Assemble instantaneous dynamic demand: Coupled Equations of Motion

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.