DESIGN VERIFICATION OF THE COLUMNS ACCORDING TO THE CHINESE CODE: (Table6.1.2inGB50011-2010) Types of structure Seismic fortification intensity 8 9 Height (m)s24 >24 524 >24 ≤24>24≤24 am Frames 4th 3rd 3rd 2nd 2nd 1st structure 3rd 2nd 1st 15t Height(m) ≤60>60≤242560>60≤242560>60≤242560 Frames 4th 3rd 4th 3rd 2nd 3rd 2nd 1st 2nd 1st structure 3rd 3rd 2nd 2nd Height(m) ≤80>80≤242580>80s242580>80≤242560 structure ath 3rd 4th 3rd 2nd 3rd 2nd 1st 2nd Axial compression ratio bh-E≤0,750,8)→for24clas N Limit of axial compression ratio of columns Table6.3.6inGB50011-2010) Seismic grade ofstructure Type of structure 1 2 3 4 Frame structures 0.650.710.750.8)0.850.9j0.9 Wall-frame,slab-column-wall framed- tube and tube in tube structures 0.750.850.90.9510.95 Frames supporting walls of a partial walls supported by frame structures 0.60.7 Ductility of columns will be reduced if axial compression ration increase Weights [N] Floor Centre Side Corner 12 559,9125322,1269 182,1488 11 1119,82564,2538 364,2975 10 1679,738966,3806 546,4463 9 2239,65 1288,508 728,595 2799,5631610,634 910,7438DESIGN VERIFICATION OF THE COLUMNS ACCORDING TO THE CHINESE CODE: Ductility of columns will be reduced if axial compression ration increase Weights [N] Floor Centre Side Corner 12 559,9125 322,1269 182,1488 11 1119,825 644,2538 364,2975 10 1679,738 966,3806 546,4463 9 2239,65 1288,508 728,595 8 2799,563 1610,634 910,7438