Participation factor — where it appears
Named by 2 essays across one field — each of them below, with the objects they name alongside it.
Most of the mass moves together
A sixteen-storey frame has sixteen modes, and the first one carries eighty-four per cent of the mass. That is why a hand calculation on one mode gets the base shear right to within a tenth — and why the same calculation gets the acceleration at roof level wrong by a factor of two.
Weaker in one place, and better on every average
Take an eight-storey frame and make its ground storey half as stiff and half as strong. Its ductility demand falls, its first mode carries more of the mass, and its period lengthens into a gentler part of the spectrum. Three global numbers all improve, and the building is the one that collapses.
Named alongside it
The objects these essays reach for when they reach for this one.
Base shearModal massMode shapeCapacity curveCollapse mechanismDuctility demandFloor accelerationModal analysisPlastic mechanismPushoverResponse spectrumSeismic mass