EXAMPLE 6. BUILDING VALUATION & REDESIGN STUDY

EXAMPLE 6: "STUDY FOR THE VALUATION AND REDESIGN OF A BUILDING ACCORDING TO THE CANC. 56 2. As tabulated results by selecting "Seismic Action" 3. And finally in the print issue where an option has been added to the script to print the influence diagram of the upper eigenmodes. So if this ratio is greater than 1.3 , even at one level and in one direction, pushover can still be performed, but an elastic dynamic analysis (with seismic action calculated either from the EC8 design spectrum or from acceleration time histories) must be performed in parallel, using either method (m) or method (q). ⮚ In this scenario, an increase of these rates by 25% is allowed. ⮚ So of the two scenarios that will be run (pushover and dynamic) the worst-case outcomes should be taken. This increase of the coefficients is done by the user through the new parameter in the method selection dialog box