Structural Engineering & Statics
where the load goes
Generator

The curve a structure has, before any earthquake is chosen

Rendered here at the parameters it defaults to, with every essay that calls it — which is the same list as the blast radius of changing it.
The curve a structure has, before any earthquake is chosen. Base shear against roof displacement for a eight-storey frame pushed with a triangular load pattern. It is elastic to 1994 kN, where the first storey reaches its shear capacity, and flattens as each of the others follows — 7 yield events in the order 3, 4, 2, 1, 5, 6, 7. The idealised bilinear curve is drawn through it by equal areas, which puts the yield displacement at 70 mm — nearly three times the first yield, and the reason a ductility quoted against first yield means nothing.

The curve a structure has, before any earthquake is chosen. Base shear against roof displacement for a eight-storey frame pushed with a triangular load pattern. It is elastic to 1994 kN, where the first storey reaches its shear capacity, and flattens as each of the others follows — 7 yield events in the order 3, 4, 2, 1, 5, 6, 7. The idealised bilinear curve is drawn through it by equal areas, which puts the yield displacement at 70 mm — nearly three times the first yield, and the reason a ductility quoted against first yield means nothing.

1 essay calls pushover-curve. The drawing above is what it returns with no arguments at all; every call below passes it something, because a placement that passes nothing draws whichever member of the family the generator happens to default to rather than the one its essay argues about.

Where it is called

Changing this generator changes every one of these figures.

Where the demand crosses the capacity. Base shear against roof displacement for a eight-storey frame pushed with a triangular load pattern. It is elastic to 1994 kN, where the first storey reaches its shear capacity, and flattens as each of the others follows — 7 yield events in the order 3, 4, 2, 1, 5, 6, 7. The demand is a displacement rather than a force: the elastic spectrum at the building's own period of 0.93 s gives 173 mm, and the participation factor of 1.26 makes that 219 mm at roof level. Against an idealised yield of 70 mm that is a ductility demand of 3.10. Dynamics

Pushed over until it will not stand

A structure in an earthquake is asked for a displacement rather than a force. A pushover answers a different question cheaply — how much base shear the frame has against how far its roof moves — and the whole art is in what happens when the two are laid over each other.

The library, page 4 of 7 — where pushover-curve sits