【正文】 質(zhì)點(diǎn)水平地震力: ***各結(jié)構(gòu)節(jié)點(diǎn)變位(mm)*** ( 1) ( 2) ( 3) ( 4) ( 5) ( 6) ( 7) ( 8) ( 9) (10) (11) (12) (13) (14) (15) (16) 第 2振動(dòng)周期T= 質(zhì)點(diǎn)特征向量值: 質(zhì)點(diǎn)水平地震力: ***各結(jié)構(gòu)節(jié)點(diǎn)變位(mm)*** ( 1) ( 2) ( 3) ( 4) ( 5) ( 6) ( 7) ( 8) ( 9) (10) (11) (12) (13) (14) (15) (16) 第 3振動(dòng)周期T= 質(zhì)點(diǎn)特征向量值: 質(zhì)點(diǎn)水平地震力: ***各結(jié)構(gòu)節(jié)點(diǎn)變位(mm)*** ( 1) ( 2) ( 3) ( 4) ( 5) ( 6) ( 7) ( 8) ( 9) (10) (11) (12) (13) (14) (15) (16) *** 右地震各振型疊加(SRSS)水平地震作用效應(yīng)輸出: ***各結(jié)構(gòu)節(jié)點(diǎn)變位(mm)*** 節(jié)點(diǎn)號(hào) δx 節(jié)點(diǎn)號(hào) δx 節(jié)點(diǎn)號(hào) δx 節(jié)點(diǎn)號(hào) δx 節(jié)點(diǎn)號(hào) δx 節(jié)點(diǎn)號(hào) δx ( 1) ( 2) ( 3) ( 4) ( 5) ( 6) ( 7) ( 8) ( 9) ( 10) ( 11) ( 12) ( 13) ( 14) ( 15) ( 16) 桿件號(hào) 彎矩 軸力 剪力 彎矩 軸力 剪力 桿件號(hào) 彎矩 軸力 剪力 彎矩 軸力 剪力 柱(左面為柱下端,右為柱上端) 1 2 3 4 5 6 7 8 9 10 11 12 梁(左面為梁左端,右為梁右端) 1 2 3 4 5 6 7 8 9 振型參與質(zhì)量系數(shù):% ***組合與配筋*** 柱 1 ( B= , H= , Lx= , Ly= Rc=25 ) NO 51 As= 516. M= N= NO 43 As= 579. M= N= Asmin(全截面最小配筋)= 858. No 51 Vc= N= ASV= 68. ASV0= 0. No 53 N= 軸壓比= 柱 2 ( B= , H= , Lx= , Ly= Rc=25 ) NO 41 As= 590. M= N= NO 41 As= 630. M= N= Asmin(全截面最小配筋)= 858. No 49 Vc= N= ASV= 79. ASV0= 0. No 53 N= 軸壓比= 柱 3 ( B= , H= , Lx= , Ly= Rc=25 ) NO 43 As= 590. M= N= NO 43 As= 630. M= N= Asmin(全截面最小配筋)= 858. No 51 Vc= N= ASV= 79. ASV0= 0. No 53 N= 軸壓比= 柱 4 ( B= , H= , Lx= , Ly= Rc=25 ) NO 49 As= 516. M= N= NO 41 As= 577. M= N= Asmin(全截面最小配筋)= 858. No 49 Vc= N= ASV= 68. ASV0= 0. No 53 N= 軸壓比= 柱 5 ( B= , H= , Lx= , Ly= Rc=25 ) NO 51 As= 416. M= N= NO 51 As= 449. M= N= Asmin(全截面最小配筋)= 858. No 51 Vc= N= ASV= 68. ASV0= 0. No 53 N= 軸壓比= 柱 6 ( B= , H= , Lx= , Ly= Rc=25 ) NO 56 As= 311. M= N= NO 50 As= 315. M= N= Asmin(全截面最小配筋)= 858. No 49 Vc= N= ASV= 68. ASV0= 0. No 53 N= 軸壓比= 柱 7 ( B= , H= , Lx= , Ly= Rc=25 ) NO 56 As= 311. M= N= NO 52 As= 315. M= N= Asmin(全截面最小配筋)= 858. No 51 Vc= N= ASV= 68. ASV0= 0. No 53 N= 軸壓比= 柱 8 ( B= , H= , Lx= , Ly= Rc=25 ) NO 49 As= 416. M= N= NO 49 As= 449. M= N= Asmin(全截面最小配筋)= 858. No 49 Vc= N= ASV= 68. ASV0= 0. No 53 N= 軸壓比= 柱 9 ( B= , H= , Lx= , Ly= Rc=25 ) NO 23 As= 449. M= N= NO 23 As= 455. M= N= Asmin(全截面最小配筋)= 858. No 51 Vc= N= ASV= 68. ASV0= 0. No 53 N= 軸壓比= 柱 10 ( B= , H= , Lx= , Ly= Rc=25 ) NO 49 As= 234. M= N= NO 49 As= 231. M= N= Asmin(全截面最小配筋)= 858. No 49 Vc= N= ASV= 68. ASV0= 0. No 53 N= 軸壓比= 柱 11 ( B= , H= , Lx= , Ly= Rc=25 ) NO 51 As= 234. M= N= NO 51 As= 231. M= N= Asmin(全截面最小配筋)= 858. No 51 Vc= N= ASV= 68. ASV0= 0. No 53 N= 軸壓比= 柱 12 ( B= , H= , Lx= , Ly= Rc=25 ) NO 17 As= 450. M= N= NO 17 As= 456. M= N= Asmin(全截面最小配筋)= 858. No 49 Vc= N= ASV= 68. ASV0=