結構456計算書4文字部分_第1頁
結構456計算書4文字部分_第2頁
結構456計算書4文字部分_第3頁
結構456計算書4文字部分_第4頁
結構456計算書4文字部分_第5頁
免費預覽已結束，剩余63頁可下載查看

下載本文檔

版權說明：本文檔由用戶提供并上傳，收益歸屬內容提供方，若內容存在侵權，請進行舉報或認領

文檔簡介

1、|15 SATWE 2012 月日時7|文件名|設計人 校核人 :|15 SATWE 2012 月日時7|文件名|設計人 校核人 :=0 力范方法是021結構X向基本周期（秒 WOC Tx= 是=1NSTi = USi=振型組合方法(CQC耦聯;SRSS非耦聯)是=1NSTi = USi=振型組合方法(CQC耦聯;SRSS非耦聯)NAF = KD =IITG NFNS=234RMCTC=DMID=數01 31層1 0.2Vo 0.2Vo 調整上限：是BK_TQL=BT 0.2Vo 0.2Vo 調整上限：是BK_TQL=BTBLZ = TB = RSF =VSEG= KQ_L = NTLRTL0

2、0 XI1= XI2 11WEAKCOEF = WEAKNONSTREN120JB=JWBSB=SC=SWH=RWV: 0RWV1RGXP-Delt 效應：否RNBCBP-Delt 效應：否RNBCB是是 是 否CTEMP= CCRAN= CSPW = CD_L = CD_W =CEA_L =CD_CCD_TDLCD_TE= CC_T=123411112112345*質心 YZ11112112345*質心 YZ11111111111-987654321111111111111111111111-987654321111111111111111111111-附加總質量 (t):*層號(標準層號塔

3、號梁元數柱元數墻元數111111111附加總質量 (t):*層號(標準層號塔號梁元數柱元數墻元數111111111111111111111111111111111111111111111111*層號 塔號11111111111111111111111111111111111117654321123111XY45678911111111111111111111145678911111111111111111111111111111234111156789111111111111111115678911111111111111111111111111111111111234567891111111

4、1111111111111111111111111:2014.10:16:111111:2014.10:16:第一步第二步第三步第四步: 第五步:2014.: : X，Y : : X，Y : X，Y FloorTower No GmassEex，: : X，Y 90%、110% : : Floor Ratx= 11-Gmass( Raty=RJX1: : Floor Ratx= 11-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 21-Gmass活荷折減Raty=RJX1= RJY1

5、=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 31-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor41 Ratx= -GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H Ratx= -GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 51-Gmass( Raty=RJX1= RJY1

6、=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 61-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx=71-GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 81-RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 81-Gmass( Ra

7、ty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 91-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-

8、Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor1-Gmass( Ratx= Raty = RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/

9、H=RJZ3/H= - Ratx= Raty = RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJ

10、X3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=R

11、JY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=

12、RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor1-=Gmass=RatxRatyRJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor RatxRatxRatyRJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=

13、RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1=RJY1=RJZ1= RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-GmassRaty=RJX1=

14、 RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor1-Gmass( Ratx= -RatyRJX1= RJY1=RJZ1=RJX3=RJY3Gmass( Ratx= -RatyRJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( 活荷折減Raty=RJX1= RJY1=RJZ1=RJ

15、X3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -X方向最小剛度比1.0000(第32層第1塔Y方向最小剛度比1.0000(第32層第1塔X方向下部剛度0.4001E+08 Y方向下部剛度X方向上部剛度0.4861E+08 Y方向上部剛度X方向剛度比= Y方向剛度比抗傾覆力矩傾覆力矩X Y XY按高鋼規計算 X 向順風向頂點最大加速度(m/s2) = 0.043 按高鋼規計算 X 向橫風向頂點最大加速度(m/s2) = 0.040 X向順風向頂點最大加速度(m/s2) = 0.054X向橫風向頂點最大加速度(m/s2) = 0.023按高鋼規計算 Y Y按高鋼規計算 X

16、 向順風向頂點最大加速度(m/s2) = 0.043 按高鋼規計算 X 向橫風向頂點最大加速度(m/s2) = 0.040 X向順風向頂點最大加速度(m/s2) = 0.054X向橫風向頂點最大加速度(m/s2) = 0.023按高鋼規計算 Y 向順風向頂點最大加速度(m/s2) = 0.049 按高鋼規計算 Y 向橫風向頂點最大加速度(m/s2) = 0.050Y向順風向頂點最大加速度(m/s2) = XY EJd/GH*22.7,*-11111111111111111111111111111111111111111111111111111塔號塔號76543210.80 層號0.80 層號

17、1111(VSS求解器123456781.00(0.00+1.00 0.48(0.48+0.00 9 1.009 1.00(0.00+1.00 0.93(0.04+0.89 X Floor : Tower : 力X X X Y F-x-t:的力1-11111111111111-的力28765432111111111-8765432111111111-的力3-111111111111111111111111111111176543211-X 12345678911-X 123456789: : X X : X 向X力Sic(分塔剪重比(整層剪重比icS191.18( ( 1269.36( ( 9

18、1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(191(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(81(71(61(51(41(31(21(11(X 方向的有效質量系數Y 向 Floor : 層號 Tower : 塔號力: Y : Y 81(71(61(51(41(31(21(11(X 方向的有效質量系數Y 向 Floor : 層號 Tower : 塔號力: Y : Y F-y-tY X 方向的分量Y 的力1-1111111111111111111111111111111111111111111111111111-7654321的力21

19、11111111111111111111111111111111111111111-321的力3-9876543211111111111-9876543211111111111-123456789: : : Y : Y : Y Y 力Sic(分塔剪重比(整層剪重比icS1(1(1(1(1(1(1(1(1(1(1(1(1(1(11(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(91(81(71(61(51(41(31(21(11(Y 方向的有效質量系數11:21:311(1(1(91(81(71(61(51(41(31(21(11(Y 方向的有效質量系數

20、11:21:31:41:51:61:71:81:91:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:61:71:81:91:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1*|SATWE 位移輸出文件:1:1:1:1:1*|SATWE 位移輸出文件名稱: WDISP.OUT|校核人: : : : Max-(Z: hMax-Dx，Max-Dy Ave-Dx ，Ave-Dy ): : : = 工況 1X h1 : = 工況 1X h11111111111111111111111918171615141312111 15 1塔= 工況 2X

21、 h11111111111111111111111918171615141312111 15 71615141312111 15 1塔= 工況 3X+ h11111111111111111111111918171615141312111 1/2287.(151塔= 工況 4X- h1 1/2287.(151塔= 工況 4X- h11111111111111111111111918171615141312111 18 1塔= 工況 5Y h11111111111111111111111918171615141312111 18 1塔= 工況 6Y 18 1塔= 工況 6Y h11111111111111111111111918171615141312111 18 1塔= 工況 7Y+ h1h11111111111111111111111918111918171615141312111 17 1塔= 工況 8Y- h11111111111111111111111918171615141312111 17 1塔= 工況 9X h113

溫馨提示

  • 1. 本站所有資源如無特殊說明，都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等，如果需要附件，請聯系上傳者。文件的所有權益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙，網頁內容里面會有圖紙預覽，若沒有圖紙預覽就沒有圖紙。
  • 4. 未經權益所有人同意不得將文件中的內容挪作商業或盈利用途。
  • 5. 人人文庫網僅提供信息存儲空間，僅對用戶上傳內容的表現方式做保護處理，對用戶上傳分享的文檔內容本身不做任何修改或編輯，并不能對任何下載內容負責。
  • 6. 下載文件中如有侵權或不適當內容，請與我們聯系，我們立即糾正。
  • 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論