8A. ANALYSIS Part 1: NEW BUILDINGS

CHAPTER 8A 'ANALYSIS' 54 1. Σ6.§ Spectrum acceleration spectrum for the design repair of earthquake - fire damaged buildings You have the option to apply GGC455/25-2-14 and GGC2775/18-12-15 and automatically calculate the acceleration range for the design of earthquake and fire damaged building repairs. The 2 GGCs are identical and the difference between them concerns the definition of the Characterisation of buildings depending on the influence of the damage. ▪ For the Earthquake Affected Buildings Government Gazette 455/25-2-14 the determination of the Characterization is made according to the loss of load-bearing capacity (Af) and the time studied, the buildings are classified as follows: ▪ While for the fire-affected buildings, the classification of the damage (i.e. affect or not the general stability of the building) is determined on the basis of the above- mentioned description and number of damages estimated and proposed by the designer. Depending on the choice of the analysis scenario, either linear or non-linear analysis, you can define the acceleration range for earthquake and fire affected buildings through the corresponding parameters. Select the analysis scenario and open the parameters EC8_Greek_Elastic, with Method m or q EC8_Greek_Elastic ▪ For the earthquake victims : Preceded by where Table 1 ( Fault description and Reduction Factors R Reduction Factors R Element Capacity)