HRB500级钢筋混凝土框架柱的数值模拟与轴压比限值分析.pdf

文档介绍：!29",!2#2013$6%&'()*+!"#$:2012-09-22;%&#$:2012-12-13'()*:,-./0123(50578148)+,-.:45(1969-),6,78,9:,;<=>?***@ABCDEF*+GHIJEmail:******@zzu./012:1007-6069(2013)02-0017-05HRB5003456789:;<=>?***@ABCDE>FG!"1,#$%2(1.*+1O,PQKL450002;*TUVIJWXYZ[\,PQKL450002)HI:]HANSYS^8_HRB500`abEcdefghijeklmnopeYZqVr,stuABCvHSOLID65wq,?***@vHLINK8wq,xyz{s,|}~vHWillam—Warnke???|}~,ABC?E?vH?pe????st(KINH),?***@h?E?vH?pe????st(BKIN)。Vrnsth????、?Z??????e?,Vr?????????,??nVrsth?He;]H???hVrst,??HRB500`abEch?￠￡、¤￥|?§¨?a????,Vr?-???e?、¤￥|?§¨?a?h??ˉz,l°±-HRB500`ab23′i)?μ?¤￥|h{·UVZ?。JKL:ABC`ab;opeYZq;¤￥|Z?;HRB500MNFO2:TU378/PQRS:pressionratioextremeanalysisofHRB500reinforcedconcreteframecolumnsCHENMeng1,YULipeng2(,ZhengzhouUniversity,Zhengzhou450002,China;,Zhengzhou450002,China)Abstract:-Warnkefiveparameter’,ultimatedis,andtheadaptabilityoffiniteelementmode