南沙万达-塔楼b3计算书

Y向基本周期（秒是||||||否|SATWE|否 2012年7月20日16时15 文件名: |设计人|设计人|USi|校核人日期:20145/23

NSTi 混凝土容重 钢材容重 按模拟施工3加荷计 是否对全楼强制采用刚性楼板假定否 墙梁跨点作为刚性楼板的从节点是计算墙倾覆力矩时只考虑腹板和有效翼缘 修正后的基本风压 WO B结构X向基本周期（秒

振型组合方法(CQC耦联;SRSS非耦联 NAF KD设计分组 一 TG Rmax1 Rmax2 NF NW NS NGZDJ=不改变 RMC= TC 结构的阻尼比 DAMP MID=不考虑 是否考虑双向扭转效应 按主振型确定内力符号 - 从第1到6 > BM BLZ 是否考虑P-Delt效应 TB 全楼力放大系数RSF 0.2VoVSEG RN 第11,KQ23BCB第24,KQ2730.2VoKQ_L=8,KQ2= KZZ_L

墙水平分布筋最大间距 SWH=墙竖向分布筋配筋率 RWV RWV1 RGX NTL0RTL CPCOEF91= XI1 XI2 0CTEMPCCRANNSTREN0CSPW0CTEMPCCRANNSTREN0CSPWCD_LCD_W

当边缘构件轴压比小于抗规6.4.5条规定的限值时一律设置构造边缘构件:是是否按混凝土规范B.0.4考虑柱二阶效应: JB CEA_L JC FYHCD_CFYW边缘构件箍筋强度 JWB CD_TDL梁箍筋最大间距 SB= CD_TW柱箍筋最大间距 SC= CD_TE CC_T MI MMSOIL 回填土容重 Gsol

质心X 质心Y 质心Z RsolWCW 1Hout-1Hwat=1Qgrd11层人防设计等级5级(核1人防室层数Mair21室顶板竖向等效荷载 QE1=见PM定1 QE2=见PM定1111层 塔1311111111层 塔111层 塔918171层 塔 类61 514131-21-11-9 28(120(30/44(30/29(120(30/44(30/30(120(30/44(30/31(141(35/0(30/33(30/(1t32(141(35/0(30/33(30/

层号(标准层号度剪力111187(60/56(60/11191(60/11186(60/1120(60/55(60/1120(60/57(60/1120(60/60(60/1120(60/50(60/1120(60/44(60/1120(55/44(55/1120(55/44(55/1120(55/44(55/1120(50/44(50/1120(50/44(50/1120(50/44(50/1120(50/44(50/1120(50/44(50/1120(40/44(40/11316(35/20(40/44(40/1120(40/44(40/1120(40/44(40/1120(40/44(40/1120(35/44(35/91120(35/44(35/81120(35/44(35/71120(35/44(35/61120(35/44(35/51120(30/44(30/4131312111331-XY4111512161317141815191611711811911111111111111111111111111111111111111111111

层 形心 等效宽 等效高 最大宽 最小宽 - - :11第一步:2131第二步:计算每层刚度中心、度、质量等信4151第三步:作用分6171第四步:8191第五步:1 :2014.1时 1 0:9:1111Floor :1 :1 :X，Y1 :1 :X，Y1 :1 X，Y1 X，Y方向本层塔侧移刚度与下一层相应塔侧移刚度的比值(剪切刚度1Ratx1，Raty1X，Y70%11 111RJX3，RJY3，RJZ3:结构总体坐标系中塔的侧移刚度和扭转刚度(剪力与层间位移的比11Floor 1- --)=( RatxRaty = :2014.

薄弱层剪力放大系数=RJX1=4.4889E+08(kN/m) RJY1=6.2133E+08(kN/m) RJZ1=0.0000E+00(kN/m)RJX3= RJY3= RJZ3=RJX3/H= RJY3/H= RJZ3/H=Floor - - )=( RatxRaty 薄弱层剪力放大系数=

Ratx Raty 薄弱层剪力放大系数=RJX1=4.1113E+07(kN/m) RJY1=3.8120E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3= RJY3= RJZ3=RJX3/H= RJY3/H= RJZ3/H=Floor RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H=Floor -

Ratx Raty 薄弱层剪力放大系数=-)=(RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=RatxRaty薄弱层剪力放大系数=

RJX3/H= RJY3/H= RJZ3/H=Floor RJX1RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数=RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=RatxRaty 薄弱层剪力放大系数=

RJX3/H= RJY3/H= RJZ3/H=Floor RJX1RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=RJX3/H= RJY3/H= RJZ3/H=Floor

RatxRaty薄弱层剪力放大系数=RJX1= RJY1= RJZ1= RJX3= RJY3= RJZ3=RatxRaty薄弱层剪力放大系数=

RJX3/H= RJY3/H= RJZ3/H=Floor RJX1RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=RatxRaty RJX3/H= RJY3/H= RJZ3/H= Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=RatxRaty RJX3/H= RJY3/H= RJZ3/H= Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=--RJX3/H= RJY3/H= RJZ3/H=Floor

RatxRaty薄弱层剪力放大系数=RJX1= RJY1= RJZ1= RJX3= RJY3= RJZ3=RatxRaty薄弱层剪力放大系数=

RJX3/H= RJY3/H= RJZ3/H=Floor RJX1RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=RatxRaty RJX3/H= RJY3/H= RJZ3/H= Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=RatxRaty RJX3/H= RJY3/H= RJZ3/H= Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=--RJX3/H= RJY3/H= RJZ3/H=Floor

RatxRaty薄弱层剪力放大系数=RJX1= RJY1= RJZ1= RJX3= RJY3= RJZ3=RatxRaty薄弱层剪力放大系数=

RJX3/H= RJY3/H= RJZ3/H=Floor RJX1RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=RatxRaty RJX3/H= RJY3/H= RJZ3/H= Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=RatxRaty RJX3/H= RJY3/H= RJZ3/H= Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3= RJX3/H= RJY3/H= RJZ3/H= RatxRaty Floor 薄弱层剪力放大系数= RJX1= RJY1=RJZ1= RJX3= RJY3=RJZ3=--RJX3/H= RJY3/H= RJZ3/H=

Floor 1 =抗倾覆力矩倾覆力矩 XRatxRatyYXY薄弱层剪力放大系数=RJX1=4.0714E+07(kN/m) RJY1=3.6600E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3= RJY3= RJZ3=RJX3/H= RJY3/H= RJZ3/H=Floor

Ratx=Raty= 薄弱层剪力放大系数=RJX1=3.0280E+07(kN/m) RJY1=2.8680E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3= RJY3= RJZ3=RJX3/H= RJY3/H= RJZ3/H=

Floor 1 X向刚重比 Y向刚重比 RatxRaty薄弱层剪力放大系数=RJX1=3.0280E+07(kN/m) RJY1=2.8680E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3= RJY3= RJZ3=RJX3/H= RJY3/H= RJZ3/H=X方向最小刚度比: 0.8589(第6层第1塔)Y方向最小刚度比 0.7615(第6层第1塔

Ratio_Bu:表示本层与上一层的承载力之比层 塔 X向承载 Y向承载 11111(VSS求解器1110.75层号6塔号1Floor:0.75层号6塔号1Tower:F-x-xXXF-x-yXY111111.00(0.00+1.00121.00(1.00+0.00130.01(0.00+0.00140.97(0.00+0.97150.03(0.00+0.03161.00(1.00+0.00170.44(0.00+0.44180.56(0.00+0.56190.93(0.92+0.0110.13(0.07+0.0610.94(0.00+0.9410.06(0.05+0.0210.88(0.82+0.06910.98(0.02+0.96810.04(0.03+0.017161 -82.270度5141312111仅考虑X向作用时的F-x-t:X方向的耦联力的扭矩 1的力(kN-1--1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--91-1--81--1--71-1--61-1--51--91--41--81--31--71--21--61--1151--41--3力31--21- 11(kN- --2力 --1-1-(kN-1-1-1-1-1-1-1-1-1-1-1-1-1-1-11-11-11-11-11-11-11-911-811-711-611-51-91-41-81-31-71--21-61--11-51--41--5力31-21- 11(kN- --4力 --1-1-(kN-1-1---1-1---1-1---1-1---1-1---11---11---1-1---1--1---1--1---1--1-1--11--11--11--11--11--1--61--1--51--91--41--81--31--71-21--61-1151-41-7力31--21- 11--(kN- -6力 -11(kN-11-11-1--1-1---1--1---1--1---1--1---1--1---1--1---1--1---11---1-1---1-1--1-1--1-11-11-11-11-11-911--811--711--61-1--51-91--41-81--31-71--21- -振 8的 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -振 9的

(kN- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 振型10的 (kN- - - - - - - - -1--1--11--11--1-1--1-1-1-1--1-1--1-1--1-1--1---1--1---1--1---1-1---1-1---1-1---91-1--81-1--71-161-151--9141-8131--7121--6111-514112力31--21-- 11(kN- ---11力 ---1---1---(kN-1--1-11-11-11-11--11---1-1--1--1-1--1-1---1---1--1---1--1--1--1-1-1-911-81-1-71-1-61-1--51-91---41--81---31--71--21--61--11--51--41--14力31--21-- 11--(kN- -13力 --1-- 1--(kN-1---1--1--1--1-1--1-1--1-1-1-1-11-11-1-1-1--1-1--1-1--1-1--1-1---1-1--1--1--1--1--1--1--1---1-1--91813171-2161-1151-41-X31-21-11-1215力3 5(kN-61--71--81---91--11111-1--1--各层1---:1---:1--:X向作用下结构的反应1-:X向作用下结构的楼层剪1-:X向作用下结构的弯1-Static静力法X向的1-1-- Vx分塔剪重比整层剪重比Static1--- (kN-1---1--- 1--91--1(811(711(611(511(411( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( 抗震规范(5.2.5)条要求的X向楼层最小剪重比= X方向的有效质量系数: 仅考虑Y向时的Floor:Tower:F-y-x:Y方向的耦联力在X方向的分量F-y-y:Y方向的耦联力在Y方向的分量F-y-t:Y方向的耦联力的扭矩振型1的

(kN- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -振 2的 (kN- 1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-1--1-91--1-81--1-71-1-61-1-51-91-41-81-31--71-21--61-11--51-41-4力31-21- 11 (kN- - --3力 - --1---1---(kN-1---1-1---1-1---1--1---1--1---1--1---1--1-1--111--11--11--11--11--11--191--181--171-161-151-9141-8131--7121-61-11--51-41-6力31-21- 11-(kN- --5力 --1-- 1- (kN-1-1--1-1--1-1-1-1-1-1-1---1-1--1-1--1-1--1-1--11--11--1-1--1--1--1--1--1--1-1--1-1--1-1-51-91-41-81-31-71-21-61-11-51-41-8力31-21- 11---(kN- -7力 -1--1--(kN-1--1-1--1-1---11-11-11-11-1--1-1---1-1---1-1---1-1---1-1---1--1---1--1---1--1---1--1---1--1--1--1--1--191--181--171-161-151-9141-8131-7121-61-11--1--9力1-- 1-- 1-- (kN- 1--1---11---11---1-1---1-1---1-1-1-11-11-11---11---11---11---1-1---1--1---1--1--1--1--1--11--11---911---811---711--611-5191-4181-31--71-21--61-1151-41-11力31-21- 11--(kN- --10力 --1-- 1--(kN-1-11--1-1-1-1-1--11-11-11-1-1-1--1--1--1-1--1-1--1-1--1-1-1-911-811--71-1--61-1--51-91--41-81--31-71--21-61--11-51-41--13力31-21- 11--(kN- -12力 -1-1-1--11--11--11--11--1-1--1---1--1---1--1---1--1---1--1---1-1-1--1-1--11-1-911-811-71-1-61-1--51-91---41-81--31-71--21-61--11-51--41-15力31-21- 11-(kN- --14力 --1---1--(kN-11-11--11--11--1-1---1--1--1--1-1---1-1---1-1--1-1-11-11-1-1-1--1--1--1---1--1---1--1---1---1--1--91--1--81711(611(511(411(311(211(111(1(Y1(1(1(11(21(31(41(51(61(71(81(91(1(91(818236.12((71(61(51(41(各层31(:21(::Y向作用下结构11( :Y向作用下结构的楼层剪力 :Y向作用下结构的弯矩StaticFy:静力法Y向的力Vy分塔剪重比整层剪重比(kN-Static 层XY111(211(31

抗震规范(5.2.5)条要求的Y向楼层最小剪重比= Y方向的有效质量系数: 41:51:61|71:||81: SATWE|91:|名称:|1:||1:|设计人|1:|校核人日期:20145/231:1:1:1:1:1:1: :1: :1: :1: :1:Max-(Z):1: :1: 1: 1Max-Dx，Max- 1:Ave-Dx，Ave- 1:Ratio-(X),Ratio-(Y):1: :1:1: **本文件结果是在外力CQC下的统计结果，内力CQC统计结果见

:1.31.2===工况1===X方向作用下的楼层最大位h1111811711611511411311211111X方向最大层间位移角221塔1===工况2X1h111111111111111111911211111X方向最大层间位移角221塔1 ===工况3===X+偶然偏心作用下的楼层最大位1h111111111111111111911811711611511411311111111111111111911811711611511411311211111X方向最大层间位移角221塔1===工况4X-1 h1 111911811711611511411311211111X方向最大层间位移角211塔1===工况5Y1h111111911811711611511411311211111Y方向最大层间位移角161塔1===工况6Y1h111111911811711611511411311211111Y方向最大层间位移角161塔1 ===工况7===Y+偶然偏心作用下的楼层最大位1 h1/111/1119118