SCADA Pro PRESENTATION

ASSESSMENT • Nonlinear static analysis method (Pushover) and Linear static analysis, considering the uniform behavior factor q and the local ductility factor m, methods • Accurate derivation of the stress resultants and the deformed shape of the structure • Direct location of the “weak” regions on the structure • The design code recommendations are applied on masonry structural elements that resist against in-plane lateral forces. • The corresponding structural elements are the piers and the spandrels of a masonry wall. ❖ Contains norms provisions and design checks recommendations for the assessment of existing buildings in concrete and masonry under seismic loading.