【正文】 7 1 ===================================================================== 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(biāo)值 Alf : 層剛性主軸的方向 Xmass，Ymass : 質(zhì)心的 X，Y 坐標(biāo)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(yīng)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(yīng)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(biāo)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(活荷折減)= ()(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. 2 Tower No. 1 Xstif= (m) Ystif= (m) Alf =(Degree) Xmass= (m) Ymass=(m) Gmass (活荷折減)= ()(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. 3 Tower No. 1 Xstif= (m) Ystif= (m) Alf =(Degree) Xmass=(m) Ymass=(m) Gmass (活荷折減)= ()(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. 4 Tower No. 1 Xstif= (m) Ystif= (m) Alf =(Degree) Xmass=(m) Ymass=(m) Gmass (活荷折減)()(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. 5 Tower No. 1 Xstif= (m) Ystif= (m) Alf =(Degree) Xmass=(m) Ymass=(m) Gmass (活荷折減)= ()(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. 6 Tower No. 1 Xstif= (m) Ystif= (m) Alf =(Degree) Xmass=(m) Ymass=(m) Gmass (活荷折減)= ()(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. 7 Tower No. 1 Xstif= (m) Ystif= (m) Alf =(Degree) Xmass=(m) Ymass=(m) Gmass (活荷折減)= ()(t) Eex = Eey = Ratx = Raty = Ratx1= Raty1= 薄弱層地震剪力放大系數(shù)= RJX = +05(kN/m) RJY = +04(kN/m) RJZ = +00(kN/m) =====================================================================結(jié)構(gòu)整體抗傾覆驗算結(jié)果===================================================================== 抗傾覆力矩Mr 傾覆力矩Mov 比值Mr/Mov 零應(yīng)力區(qū)(%) X風(fēng)荷載 Y風(fēng)荷載 X地 震 Y地 震 ===================================================================== 結(jié)構(gòu)整體穩(wěn)定驗算結(jié)果===================================================================== 層號 X向剛度 Y向剛度 層高 上部重量 X剛重比 Y剛重比 1 +07 +07 29123. 2 +06 +06 25711. 3 +06 +06 21060. 4 +06 +06 16121. 5 +06 +06 11251. 6 +06 +06 6150. 7 +06 +05 1492. 該結(jié)構(gòu)剛重比Di*Hi/Gi大于10,能夠通過高規(guī)()的整體穩(wěn)定驗算 該結(jié)構(gòu)剛重比Di*Hi/Gi大于20,可以不考慮重力二階效應(yīng) ********************************************************************** * 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 7 1 +03 +03 6 1 +04 +04 5 1 +04 +04 4 1 +04 +04 3 1 +04 +04 2 1 +04 +04 1 1 +04 +04 、振型、地震力輸出文件================================================================== 周期、地震力與振型輸出文件 (VSS求解器) ================================================================== 考慮扭轉(zhuǎn)耦聯(lián)時的振動周期(秒)、X,Y 方向的平動系數(shù)、扭轉(zhuǎn)系數(shù) 振型號 周 期 轉(zhuǎn) 角 平動系數(shù) (X+Y) 扭轉(zhuǎn)系數(shù) 1 ( + ) 2 ( + ) 3 ( + ) 4 ( + ) 5 ( + ) 6 ( + ) 7 ( + ) 8 ( + ) 9 ( + ) 10 ( + ) 11 ( + ) 12 ( + ) 13 ( + ) 14 ( + ) 15 ( + ) 地震作用最大的方向 = (度) ===============================================