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1、X1=39.00712BZ=0.1140919R=0.9537684BZX=1.110365X1=46.09932BZ=0.1062719R=0.9022220BZY=1.100193BETAZX=1.110365BETAZY=1.100193BETAZX=1.110365USC=1.300000UZ1=1.000000UZ2=1.000000FWK=0.5052162LAYER=1IDT=1樓層標(biāo)高Z=1.500000風(fēng)壓高度變化系數(shù)
2、UZx=1.000000UZy=1.000000兩個(gè)方向?qū)挾菳x=55.00002By=20.98748樓層高度H=1.500000FP1=174.2122FP2=33.56998SP1=7.2830208E02SP2=1.585640SP3=0.7919415BETA1=1.141730BETA2=2.387822BETA3=1.473041GAMA1=0.6748277GAMA2=0.8691385GAMA3=1.595533FPX
3、=5.8482990E02SPX=9.1455370E02BETAKX=4.015874GAMAX=0.9358103頂部最大風(fēng)速VHX=26.72523FFX=12.20722橫風(fēng)向廣義功率譜SFLX=1.6964244E04FP1=174.2122FP2=60.42344SP1=7.2830208E02SP2=1.585640SP3=2.493203BETA1=1.141730BETA2=2.387822BETA3=6.655500
4、6E04GAMA1=0.6748277GAMA2=0.8691385GAMA3=5.619977頂部最大風(fēng)速VHY=26.72523FPY=0.1052650SPY=0.2879212FPY=0.1052650SPY=0.2879212BETAKY=1.8144546E03GAMAY=3.296222FFY=15.03884橫風(fēng)向廣義功率譜SFLY=7.8229008E05層高H=1.500000X向風(fēng)下橫風(fēng)振樓層總荷載FXY=13.2
5、8905Y向風(fēng)下橫風(fēng)振樓層總荷載FYX=2.031664X1=39.00712BZ=0.2504634R=0.9537684BZX=1.242282X1=46.09932BZ=0.2332962R=0.9022220BZY=1.219950BETAZX=1.242282BETAZY=1.219950BETAZX=1.242282USC=1.300000UZ1=1.000000UZ2=1.000000FWK=0.5652385LAYER=
6、2IDT=1樓層標(biāo)高Z=4.500000風(fēng)壓高度變化系數(shù)UZx=1.000000UZy=1.000000兩個(gè)方向?qū)挾菳x=55.00002By=20.98748樓層高度H=3.000000FP1=174.2122FP2=33.56998SP1=7.2830208E02SP2=1.585640SP3=0.7919415BETA1=1.141730BETA2=2.387822BETA3=1.473041GAMA1=0.6748277GAMA
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