【正文】 11 1 12 1 13 1 =========================================================================== 計(jì)算信息 =========================================================================== 計(jì)算日期 : 2002. 6. 7 開(kāi)始時(shí)間 : 11:37: 6 可用內(nèi)存 : 第一步: 數(shù)據(jù)預(yù)處理 第二步: 計(jì)算每層剛度中心、自由度、質(zhì)量等信息 第三步: 地震作用分析 第四步: 風(fēng)及豎向荷載分析 第五步: 計(jì)算桿件內(nèi)力 結(jié)束日期 : 2002. 6. 7 時(shí)間 : 11:38:12 總用時(shí) : 0: 1: 6 =========================================================================== 各層剛心、偏心率、相鄰層側(cè)移剛度比等計(jì)算信息 Floor No : 層號(hào) Tower No : 塔號(hào) 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 RJX1，RJY1，RJZ1: 結(jié)構(gòu)總體坐標(biāo)系中塔的側(cè)移剛度和扭轉(zhuǎn)剛度(剪切剛度) RJX3，RJY3，RJZ3: 結(jié)構(gòu)總體坐標(biāo)系中塔的側(cè)移剛度和扭轉(zhuǎn)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 = +07(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 = +07(kN/m) RJY1 = +07(kN/m) RJZ1 = +00(kN/m) RJX3 = +07(kN/m) RJY3 = +07(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 = +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. 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 = +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. 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)= 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. 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)= 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. 8 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. 9 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. 10 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)