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Moment resisting frames are engineered structures which provide a satisfactory behaviour under earthquakes. As it has been already noted (Chapter 1, Section 4), they can provide a large number of dissipative zones, where plastic hinges form with potentially high dissipation capacity. In order to maximise the energy dissipation capacity, MRFs have to fail with a mechanism of global type. As a consequence proper design criteria have been conceived to fulfil this condition (Mazzolani and Piluso, 1996a). According to the assumed design approach (see Section 1.2), moment resisting frames can provide different level of strength and ductility.
Moment-resisting frames (MRF) are structures with a satisfactory behaviour under severe earthquakes. As it has been already noted (Chapter 1, Section 4), they can provide a large number of dissipative zones, where plastic hinges form with potentially high dissipation capacity. In order to maximise the energy dissipation capacity, MRFs have to fail with a mechanism of global type. As a consequence proper design criteria have been conceived to fulfil this condition (Mazzolani and Piluso, 1996a). According to the assumed design approach (see Section 1.2), moment resisting frames can provide different level of strength and ductility. 7211a4ac4a