礦業(yè)大學(xué)pkpm課程-六層現(xiàn)澆框架結(jié)構(gòu)設(shè)計(jì)報(bào)告-資料下載頁(yè)
2025-01-21 16:59本頁(yè)面
【正文】 第五步: 計(jì)算桿件內(nèi)力 開(kāi)始時(shí)間 : 1:16: 0 活載隨機(jī)加載計(jì)算 計(jì)算桿件內(nèi)力 結(jié)束日期 : 時(shí)間 : 1:16: 2 用時(shí) : 0: 0: 3 =========================================================================== 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. 1Xstif= (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 = +04(kN/m) RJY = +05(kN/m) RJZ = +00(kN/m) Floor No. 2 Tower No. 1Xstif= (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 = +04(kN/m) RJY = +05(kN/m) RJZ = +00(kN/m) Floor No. 3 Tower No. 1Xstif= (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 = +04(kN/m) RJY = +05(kN/m) RJZ = +00(kN/m) Floor No. 4 Tower No. 1Xstif= (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 = +04(kN/m) RJY = +05(kN/m) RJZ = +00(kN/m) Floor No. 5 Tower No. 1Xstif= (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 = +04(kN/m) RJY = +05(kN/m) RJZ = +00(kN/m) Floor No. 6 Tower No. 1Xstif= (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 = +04(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 +05 +06 16238. 2 +05 +06 13126. 3 +05 +06 10169. 4 +05 +06 7222. 5 +05 +06 4276. 6 +05 +06 1329. 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小于20,應(yīng)該考慮重力二階效應(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 +03 +03 5 1 +03 +04 4 1 +04 +04 3 1 +04 +04 2 1 +04 +04 4848
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