8B. ANALYSIS PART 2

CHAPTER 8B 'ANALYSIS' 63 1.3.2.2 Elastic Dynamic Analysis of load-bearing masonry using the Equivalent Frame Method In the analysis parameters of an EC8 - Greek Elastic Dynamic scenario the parameters of the KADET can be set by pressing the corresponding button. The following options are displayed: There you set the data confidence level, as well as the extent of the damage for the calculation of gEd. In the calculation method of the analysis you have the options of global behaviour index q with performance levels A-C, as well as local ductility index m for levels B and C.