EXAMPLE 6. BUILDING VALUATION & REDESIGN STUDY

EXAMPLE 6: "STUDY FOR THE VALUATION AND REDESIGN OF A BUILDING ACCORDING TO THE CANC. 117 IMPORTANT OBSERVATION: The csd coefficient is automatically calculated based on the corresponding option, but since the CANEPE allows the elastic analysis to be selected regardless of the criteria AND ONLY FOR ASSESSMENT, provided that the csd is increased by 0.15, there is a field "Increment coefficient", where you can enter the value you wish. • Method of Calculation - Analysis / Performance The next field concerns the choice of the type of elastic analysis (global index behaviour ( q ) or local ductility indices ( m )) for each level of performance. • For performance level A, the mmethod is not applicable. • The choice of method (m) assumes an elastic response spectrum, whereas the method (q) assumes a design spectrum with modified seismic coefficient behavior (q). • The following fields relate to parameters for method q. • The following figure of the parameters is shown when the method of the global index of behaviour ( q ) for performance level B is selected.