【正文】 FALE 自由度優(yōu)化排序 Beginning Time : 21:51: End Time : 21:51: Total Time (s) : FALE總剛陣組裝 Beginning Time : 21:51: End Time : 21:51: Total Time (s) : VSS 總剛陣LDLT分解 Beginning Time : 21:51: End Time : 21:51: Total Time (s) : End Time : 21:51:35. 9 Total Time (s) : 第六步: 計(jì)算桿件內(nèi)力 開始時(shí)間 : 21:51:38 活載隨機(jī)加載計(jì)算 計(jì)算桿件內(nèi)力 結(jié)束日期 : 2012. 時(shí)間 : 21:52:31 總用時(shí) : 0: 2:16 =========================================================================== 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 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 = +06(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 = +06(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 = +06(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 = +06(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 = +06(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 = +04(kN/m) RJY = +05(kN/m) RJZ = +00(kN/m) ============================================================================結(jié)構(gòu)整體抗傾覆驗(yàn)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(yàn)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**,能夠通過高規(guī)()的整體穩(wěn)定驗(yàn)算 該結(jié)構(gòu)剛重比EJd/GH**,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