Classification — where it appears
Named by 2 essays across one field — each of them below, with the objects they name alongside it.
Neither pinned nor rigid, which is every real connection
Frame analysis offers two options for a joint and reality supplies a continuum between them. Worse, the boundaries are not properties of the connection at all — the same end plate is rigid on a short stiff beam and semi-rigid on a long slender one.
The redistribution nobody chose
A beam designed as simply supported, on connections that are not pins, has end moments the analysis never predicted and a mid-span moment smaller than it was sized for. Usually that is safe. It is never intentional, and there is one direction in which it is not safe at all.
Named alongside it
The objects these essays reach for when they reach for this one.
ConnectionJoint stiffnessMoment redistributionSemi-rigidBeam-columnDeflectionFlexural rigidityMoment rotationRotational springServiceability