The article attempts to review the main results in the vast field of stability of structures. The classical field of elastic stability is covered succinctly. The coverage emphasizes the modern problems of anelastic structures exhibiting plasticity and creep, and especially structures disintegrating due to localized fracture and distributed damage. The treatment en-compasses thin or slender structures, i.e. the columns, frames, arches, thin-wall beams, plates, and shells, as well as massive but soft bodies buckling three-dimensionally, and includes the static as well as dynamic concepts of stability, dynamic instability of nonconservative systems, energy methods for discrete and continuous structures, thermodynamics of structures, postcritic...