【正文】 ) 27(25) 8 1 88(30) 40(30) 27(25) 9 1 88(30) 40(30) 27(25) 10 1 88(30) 40(30) 27(25) 11 1 63(30) 40(30) 25(25) 12 1 5(30) 10(30) 25(25) 風荷載信息 層號 塔號風荷載 X 剪力 X 傾覆彎矩 X 風荷載 Y 剪力 Y 傾覆彎矩Y 12 1 11 1 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 2022 級土木工程畢業(yè)設計論文 19 第 5 章 結(jié)構(gòu)計算 柱網(wǎng)布置 計算桿件內(nèi)力 各層剛心、偏心率、相鄰層側(cè)移剛度比等計算信息 Floor No : 層號 Tower No : 塔號 Xstif，Ystif : 剛心的 X，Y 坐標值 Alf : 層剛性主軸的方向 Xmass，Ymass : 質(zhì)心的 X，Y 坐標值 Gmass : 總質(zhì)量 Eex，Eey : X，Y 方向的偏心率 Ratx，Raty : X，Y 方向本層塔側(cè)移剛度與下一層相應塔側(cè)移剛度的比值 Ratx1，Raty1 : X，Y 方向本層塔側(cè)移剛度與上一層相應塔側(cè)移剛度 70%的比值或上三層平均側(cè)移剛度 80%的比值中之較小者 RJX，RJY，RJZ: 結(jié)構(gòu)總體坐標系中塔的側(cè)移剛度和扭轉(zhuǎn)剛度 Floor No. 1 Tower No. 1 Xstif= (m) Ystif=(m) Alf =(Degree) Xmass=(m) Ymass=(m) Gmass=(t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= 2022 級土木工程畢業(yè)設計論文 20 RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 2 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 3 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 4 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 5 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t)2022 級土木工程畢業(yè)設計論文 21 Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 6 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 7 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 8 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 9 Tower No. 12022 級土木工程畢業(yè)設計論文 22 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 10 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +06(kN/m) RJY = +06(kN/m) RJZ = +00(kN/m) Floor No. 11 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +05(kN/m) RJY = +05(kN/m) RJZ = +00(kN/m) Floor No. 12 Tower No. 1 Xstif= (m) Ystif= (m) Alf = (Degree) Xmass= (m) Ymass= (m) Gmass= (t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= 2022 級土木工程畢業(yè)設計論文 23 RJX = +05(kN/m) RJY = +05(kN/m) RJZ = +00(kN/m) 抗傾覆驗算結(jié)果抗傾覆彎矩 Mr 傾覆彎矩 Mov 比值 Mr/Mov 零應力區(qū)(%) X 風荷載 Y 風荷載 X 地 震 Y 地 震 結(jié)構(gòu)整體穩(wěn)定驗算結(jié)果X 向剛重比 EJd/GH**2= Y 向剛重比 EJd/GH**2= 該結(jié)構(gòu)剛重比 EJd/GH**2 大于 ,能夠通過高規(guī) ()的整體穩(wěn)定驗算 該結(jié)構(gòu)剛重比 EJd/GH**2 大于 ,可以不考慮重力二階效應 樓層抗剪承載力、及承載力比值 Ratio_Bu: 表示本層與上一層的承載力之比 層號 塔號 X 向承載力 Y 向承載力 Ratio_Bu:X,Y 12 1 +04 +04 11 1 +05 +05 10 1 +05 +05 9 1 +05 +05 8 1