【正文】 2 1 3 1 4 1 5 1 =========================================================================== 各層剛心、偏心率、相鄰層側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 方向本層塔側移剛度與下一層相應塔側移剛度的比值(剪切剛度) Ratx1，Raty1 : X，Y 方向本層塔側移剛度與上一層相應塔側移剛度70%的比值 或上三層平均側移剛度80%的比值中之較小者 RJX1，RJY1，RJZ1: 結構總體坐標系中塔的側移剛度和扭轉剛度(剪切剛度) RJX3，RJY3，RJZ3: 結構總體坐標系中塔的側移剛度和扭轉剛度(地震剪力與地震層間位移的比) =========================================================================== 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)= RJX1 = +08(kN/m) RJY1 = +07(kN/m) RJZ1 = +00(kN/m) RJX3 = +07(kN/m) RJY3 = +07(kN/m) RJZ3 = +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)= RJX1 = +06(kN/m) RJY1 = +06(kN/m) RJZ1 = +00(kN/m) RJX3 = +06(kN/m) RJY3 = +06(kN/m) RJZ3 = +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)= RJX1 = +06(kN/m) RJY1 = +06(kN/m) RJZ1 = +00(kN/m) RJX3 = +06(kN/m) RJY3 = +06(kN/m) RJZ3 = +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)= RJX1 = +07(kN/m) RJY1 = +07(kN/m) RJZ1 = +00(kN/m) RJX3 = +06(kN/m) RJY3 = +06(kN/m) RJZ3 = +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)= RJX1 = +04(kN/m) RJY1 = +04(kN/m) RJZ1 = +00(kN/m) RJX3 = +04(kN/m) RJY3 = +04(kN/m) RJZ3 = +00(kN/m) X方向最小剛度比: (第 2層第 1塔) Y方向最小剛度比: (第 2層第 1塔)============================================================================結構整體抗傾覆驗算結果============================================================================ 抗傾覆力矩Mr 傾覆力矩Mov 比值Mr/Mov 零應力區(qū)(%) X風荷載 Y風荷載 X 地 震 Y 地 震 ============================================================================ 結構舒適性驗算結果(僅當滿足規(guī)范適用條件時結果有效)============================================================================ 按高鋼規(guī)計算X向順風向頂點最大加速度(m/s2) = 按高鋼規(guī)計算X向橫風向頂點最大加速度(m/s2) = 按荷載規(guī)范計算X向順風向頂點最大加速度(m/s2) = 按荷載規(guī)范計算X向橫風向頂點最大加速度(m/s2) = 按高鋼規(guī)計算Y向順風向頂點最大加速度(m/s2) = 按高鋼規(guī)計算Y向橫風向頂點最大加速度(m/s2) = 按荷載規(guī)范計算Y向順風向頂點最大加速度(m/s2) = 按荷載規(guī)范計算Y向橫風向頂點最大加速度(m/s2) = ============================================================================ 結構整體穩(wěn)定驗算結果============================================================================ 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 +08 +08 159028. 2 +07 +07 132532. 3 +07 +07 82967. 4 +07 +07 12066. 5 +05 +05 611. 該結構剛重比Di*Hi/Gi大于10,能夠通過高規(guī)()的整體穩(wěn)定驗算 該結構剛重比Di*Hi/Gi大于20,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 5 1 +03 +03 4 1 +04 +05 3 1 +05 +05 2 1 +05 +05 1 1 +06 +05 X方向最小樓層抗剪承載力之比: 層號: 2 塔號: 1 Y方向最小樓層抗剪承載力之比: 層號: 5 塔號: 1 考慮扭轉耦聯(lián)時的振動周期(秒)、X,Y 方向的平動系數(shù)、扭轉系數(shù) 振型號 周 期 轉 角 平動系數(shù) (X+Y) 扭轉系數(shù) 1 ( + ) 2 ( + ) 3 ( + ) 4 ( + ) 5 ( + ) 6 ( + ) 7 ( + ) 8 ( + ) 9 ( + ) 10 ( + ) 11 ( + ) 12 ( + ) 地震作用最大的方向 = (度) ============================================================ 僅考慮 X 向地震作用時的地震力