【正文】 ===== 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)= 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 = +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= (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= (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= (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= (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) ============================================================================抗傾覆驗(yàn)算結(jié)果============================================================================ 抗傾覆彎矩Mr 傾覆彎矩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(yàn)算結(jié)果============================================================================ 層號(hào) 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 77564. 2 +06 +06 63599. 3 +06 +06 50701. 4 +06 +06 37802. 5 +06 +06 25017. 6 +06 +06 12232. 該結(jié)構(gòu)剛重比Di*Hi/Gi大于10,能夠通過(guò)高規(guī)()的整體穩(wěn)定驗(yàn)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(hào) 塔號(hào) X向承載力 Y向承載力 Ratio_Bu:X,Y 6 1 +04 +04 5 1 +04 +04 4 1 +05 +05 3 1 +05 +05 2 1 +05 +05 1 1 +05 +05 2 周期、地震力與振型輸出 (側(cè)剛分析方法) 考慮扭轉(zhuǎn)耦聯(lián)時(shí)的振動(dòng)周期(秒)、X,Y 方向的平動(dòng)系數(shù)、扭轉(zhuǎn)系數(shù) 振型號(hào) 周 期 轉(zhuǎn) 角 平動(dòng)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) ============================================================ 僅考慮 X 向地震作用時(shí)的地震力 Floor : 層號(hào) Tower : 塔號(hào) Fxx : X 方向的耦聯(lián)地震力在 X 方向的分量 Fxy : X 方向的耦聯(lián)地震力在 Y 方向的分量 Fxt : X 方向的耦聯(lián)地震力的扭矩 振型 1 的地震力 Floor Tower Fxx Fxy Fxt (kN) (kN) (kNm) 6 1 5 1 4 1 3 1 2 1 1 1 振型 2 的地震力 Floor Tower Fxx Fxy Fxt (kN) (kN) (kNm) 6 1 5 1 4 1 3 1 2 1 1 1 振型 3 的地震力