new双塔小震45度PKPM计算书文档格式.docx
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MANNEX=10
转换层所在层号:
MCHANGE=10
墙元细分最大控制长度(m)DMAX=2.00
墙元侧向节点信息:
内部节点
是否对全楼强制采用刚性楼板假定是
采用的楼层刚度算法层间剪力比层间位移算法
结构所在地区全国
风荷载信息..........................................
修正后的基本风压(kN/m2):
WO=0.70
地面粗糙程度:
A类
结构基本周期(秒):
T1=3.70
体形变化分段数:
MPART=1
各段最高层号:
NSTi=50
各段体形系数:
USi=1.40
地震信息............................................
振型组合方法(CQC耦联;
SRSS非耦联)CQC
计算振型数:
NMODE=30
地震烈度:
NAF=6.00
场地类别:
KD=2
设计地震分组:
三组
特征周期TG=0.45
多遇地震影响系数最大值Rmax1=0.04
罕遇地震影响系数最大值Rmax2=0.28
框架的抗震等级:
NF=0
剪力墙的抗震等级:
NW=1
活荷质量折减系数:
RMC=0.50
周期折减系数:
TC=0.85
结构的阻尼比(%):
DAMP=5.00
是否考虑偶然偏心:
是
是否考虑双向地震扭转效应:
斜交抗侧力构件方向的附加地震数=1
斜交抗侧力构件方向的附加地震方向角(Deg)=45
活荷载信息..........................................
考虑活荷不利布置的层数从第1到10层
柱、墙活荷载是否折减折算
传到基础的活荷载是否折减折算
------------柱,墙,基础活荷载折减系数-------------
计算截面以上的层数---------------折减系数
11.00
2---30.90
4---50.90
6---80.90
9---200.90
>
200.90
调整信息........................................
中梁刚度增大系数:
BK=2.00(框支梁调整为1.0)
梁端弯矩调幅系数:
BT=0.85
梁设计弯矩增大系数:
BM=1.00
连梁刚度折减系数:
BLZ=0.90
梁扭矩折减系数:
TB=0.40(框支梁调整为1.0)
全楼地震力放大系数:
RSF=1.20
0.2Qo调整起始层号:
KQ1=5
0.2Qo调整终止层号:
KQ2=10
顶塔楼内力放大起算层号:
NTL=0
顶塔楼内力放大:
RTL=1.00
九度结构及一级框架梁柱超配筋系数CPCOEF91=1.15
是否按抗震规范5.2.5调整楼层地震力IAUTO525=1
是否调整与框支柱相连的梁内力IREGU_KZZB=1
剪力墙加强区起算层号LEV_JLQJQ=4
强制指定的薄弱层个数NWEAK=6
强制指定的薄弱层层号WEAKNO=5678910
配筋信息........................................
梁主筋强度(N/mm2):
IB=360
柱主筋强度(N/mm2):
IC=360
墙主筋强度(N/mm2):
IW=360
梁箍筋强度(N/mm2):
JB=360
柱箍筋强度(N/mm2):
JC=360
墙分布筋强度(N/mm2):
JWH=360
梁箍筋最大间距(mm):
SB=100.00
柱箍筋最大间距(mm):
SC=100.00
墙水平分布筋最大间距(mm):
SWH=200.00
墙竖向筋分布最小配筋率(%):
RWV=0.30
单独指定墙竖向分布筋配筋率的层数:
NSW=0
单独指定的墙竖向分布筋配筋率(%):
RWV1=0.60
设计信息........................................
结构重要性系数:
RWO=1.00
柱计算长度计算原则:
有侧移
梁柱重叠部分简化:
作为刚域
是否考虑P-Delt效应:
柱配筋计算原则:
按双偏压计算
钢构件截面净毛面积比:
RN=0.85
梁保护层厚度(mm):
BCB=30.00
柱保护层厚度(mm):
ACA=30.00
是否按砼规范(7.3.11-3)计算砼柱计算长度系数:
荷载组合信息........................................
恒载分项系数:
CDEAD=1.20
活载分项系数:
CLIVE=1.40
风荷载分项系数:
CWIND=1.40
水平地震力分项系数:
CEA_H=1.30
竖向地震力分项系数:
CEA_V=0.50
特殊荷载分项系数:
CSPY=0.00
活荷载的组合系数:
CD_L=0.70
风荷载的组合系数:
CD_W=0.60
活荷载的重力荷载代表值系数:
CEA_L=0.50
地下信息..........................................
回填土对地下室约束相对刚度比:
Esol=5.00
回填土容重(kN/m3):
Gsol=18.00
回填土侧压力系数:
Rsol=0.50
外墙分布筋保护厚度(mm):
WCW=35.00
室外地平标高(m):
Hout=-0.35
地下水位标高(m):
Hwat=-20.00
室外地面附加荷载(kN/m2):
Qgrd=0.00
正负零以下解除回填土约束的层数MMSOIL=0
剪力墙底部加强区信息.................................
剪力墙底部加强区层数IWF=13
剪力墙底部加强区高度(m)Z_STRENGTHEN=65.70
*********************************************************
*各层的质量、质心坐标信息*
层号塔号质心X质心Y质心Z恒载质量活载质量
(m)(m)(t)(t)
50128.3514.036187.7001118.485.2
270.984-38.569187.7001016.066.8
49128.3524.036184.1001118.285.2
270.984-38.569184.1001016.066.8
48126.0932.775180.5001522.8102.5
270.228-41.244180.5001703.7107.1
47126.0592.782176.9001452.5102.5
270.197-41.249176.9001626.2107.1
46126.0592.782173.6501452.5102.5
270.197-41.249173.6501626.2107.1
45126.0592.782170.4001452.5102.5
270.197-41.249170.4001626.2107.1
44126.0592.782167.1501452.5102.5
270.197-41.249167.1501626.2107.1
43125.8602.713163.9001483.098.7
270.187-41.243163.9001622.1107.1
42125.8602.713160.6501483.098.7
270.187-41.243160.6501622.1107.1
41125.8602.713157.4001483.098.7
270.187-41.243157.4001622.1107.1
40125.8602.713154.1501483.098.7
270.187-41.243154.1501622.1107.1
39125.8602.713150.9001483.098.7
270.187-41.243150.9001622.1107.1
38125.8602.713147.6501483.098.7
270.187-41.243147.6501622.1107.1
37125.8602.713144.4001483.098.7
270.187-41.243144.4001622.1107.1
36125.8602.713141.1501483.098.7
270.187-41.243141.1501622.1107.1
35125.8602.713137.9001483.098.7
270.187-41.243137.9001622.1107.1
34125.9042.702134.6501560.398.7
270.219-41.239134.6501699.6107.1
33125.8552.699131.0501487.698.7
270.187-41.243131.0501622.0107.1
32125.8552.699127.8001487.698.7
270.188-41.243127.8001622.3107.1
31125.8552.699124.5501487.698.7
270.188-41.243124.5501622.3107.1
30125.8552.699121.3001487.698.7
270.188-41.243121.3001622.3107.1
29125.8552.699118.0501487.698.7
270.188-41.243118.0501622.3107.1
28125.8552.699114.8001487.698.7
270.188-41.243114.8001622.3107.1
27125.8552.699111.5501487.698.7
270.188-41.243111.5501622.3107.1
26125.8552.699108.3001487.698.7
270.188-41.243108.3001622.3107.1
25125.8552.699105.0501487.698.7
270.188-41.243105.0501622.3107.1
24125.8552.699101.8001487.698.7
270.188-41.243101.8001622.3107.1
23125.8552.69998.5501487.698.7
270.188-41.24398.5501622.3107.1
22125.8552.69995.3001487.698.7
270.188-41.24395.3001622.3107.1
21125.8552.69992.0501487.698.7
270.188-41.24392.0501622.3107.1
20125.8552.69988.8001487.698.7
270.188-41.24388.8001622.3107.1
19125.9102.69385.5501566.498.7
270.220-41.23985.5501699.8107.1
18125.8622.69781.9501489.198.7
270.190-41.24981.9501623.8107.1
17125.8602.70678.7001486.098.7
270.189-41.23978.7001622.0107.1
16125.8602.70675.4501486.098.7
270.189-41.23975.4501622.0107.1
15125.8602.70672.2001486.098.7
270.189-41.23972.2001622.0107.1
14125.8602.70668.9501486.098.7
270.189-41.23968.9501622.0107.1
13126.1902.66165.7001580.9104.5
270.100-41.20965.7001684.7107.0
12126.1902.66162.4501580.9104.5
270.100-41.20962.4501684.7107.0
11126.3602.59559.2001964.6104.5
270.215-41.19459.2002057.3107.0
10151.566-23.51454.40016435.9741.3
9151.425-27.28547.4009924.3940.6
8153.618-26.14742.3007593.8776.7
7154.076-26.62737.2007632.6801.6
6152.720-27.21832.1007556.4893.7
5153.545-28.02227.0008118.5931.3
4153.344-31.71521.40022710.81434.7
3154.796-30.70416.00013772.01771.7
2154.291-30.26011.10016534.81769.4
1156.007-31.2784.90014538.01741.4
活载产生的总质量(t):
19963.053
恒载产生的总质量(t):
248735.438
结构的总质量(t):
268698.500
恒载产生的总质量包括结构自重和外加恒载
结构的总质量包括恒载产生的质量和活载产生的质量
活载产生的总质量和结构的总质量是活载折减后的结果(1t=1000kg)
*各层构件数量、构件材料和层高*
层号塔号梁数柱数墙数层高累计高度
(混凝土)(混凝土)(混凝土)(m)(m)
11417(30)127(60)324(60)4.9004.900
21249(30)126(60)250(60)6.20011.100
31268(30)127(60)259(60)4.90016.000
41315(40)125(60)251(60)5.40021.400
51441(40)84(60)170(60)5.60027.000
61414(40)83(60)170(60)5.10032.100
71400(40)80(60)171(60)5.10037.200
81414(40)81(60)171(60)5.10042.300
91451(40)80(60)170(60)5.10047.400
101714(40)72(60)161(60)7.00054.400
11148(30)0(25)136(60)4.80059.200
248(30)0(25)142(60)4.80059.200
12148(30)0(25)136(60)3.25062.450
248(30)0(25)142(60)3.25062.450
13148(30)0(25)136(60)3.25065.700
248(30)0(25)142(60)3.25065.700
14151(30)0(25)136(50)3.25068.950
248(30)0(25)142(50)3.25068.950
15151(30)0(25)136(50)3.25072.200
248(30)0(25)142(50)3.25072.200
16151(30)0(25)136(50)3.25075.450
248(30)0(25)142(50)3.25075.450
17151(30)0(25)136(50)3.25078.700
248(30)0(25)142(50)3.25078.700
18151(30)0(25)136(45)3.25081.950
248(30)0(25)142(45)3.25081.950
19151(30)0(25)136(45)3.60085.550
248(30)0(25)142(45)3.60085.550
20151(30)0(25)136(45)3.25088.800
248(30)0(25)142(45)3.25088.800
21151(30)0(25)136(45)3.25092.050
248(30)0(25)142(45)3.25092.050
22151(30)0(25)136(40)3.25095.300
248(30)0(25)142(40)3.25095.300
23151(30)0(25)136(40)3.25098.550
248(30)0(25)142(40)3.25098.550
24151(30)0(25)136(40)3.250101.800
248(30)0(25)142(40)3.250101.800
25151(30)0(25)136(40)3.250105.050
248(30)0(25)142(40)3.250105.050
26151(30)0(25)136(35)3.250108.300
248(30)0(25)142(35)3.250108.300
27151(30)0(25)136(35)3.250111.550
248(30)0(25)142(35)3.250111.550
28151(30)0(25)136(35)3.250114.800
248(30)0(25)142(35)3.250114.800
29151(30)0(25)136(35)3.250118.050
248(30)0(25)142(35)3.250118.050
30151(30)0(25)136(30)3.250121.300
248(30)0(25)142(30)3.250121.300
31151(30)0(25)136(30)3.250124.550
248(30)0(25)142(30)3.250124.550
32151(30)0(25)136(30)3.250127.800
248(30)0(25)142(30)3.250127.800
33151(30)0(25)136(30)3.250131.050
248(30)0(25)142(30)3.250131.050
34151(30)0(25)133(30)3.600134.650
248(30)0(25)142(30)3.600134.650
35151(30)0(25)133(30)3.250137.900
248(30)0(25)142(30)3.250137.900
36151(30)0(25)133(30)3.250141.150
248(30)0(25)142(30)3.25