Behaviour of 3D-Moment Resistant Steel Structure Further to Column Loss

The present paper gives a behaviour of 3D moment resistant steel structure further to column loss. Liege University performed and developed behaviour of structure in the field of robustness of building structures for the specific scenario loss of a column. In particular, the static non- linear response of a steel building structure following a column loss will be first presented and then, parametrical studies of structure by varying the position of column loss will be described.