根据日本标准AIJ05，如何求得竖向地震荷载？

您好，我是一个Staad Pro的新手，我在根据日本标准（AIJ）添加地震荷载后，结果中并没有显示水平地震影响系数，请问这种情况我应该如何添加竖向地震荷载呢？另外如果是日本荷载，应该选用哪种分析方法进行分析呢？谢谢，以下附上对地震荷载perform analysis 后显示的结果和command file的内容：

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 16-Nov-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 3.00001 0; 3 3.00001 3.00001 0; 4 3.00001 0 0; 5 0 6.00001 0;
6 3.00001 6.00001 0; 7 0 9.00002 0; 8 3.00001 9.00002 0; 9 0 0 3.00001;
10 0 3.00001 3.00001; 11 3.00001 3.00001 3.00001; 12 3.00001 0 3.00001;
13 0 6.00001 3.00001; 14 3.00001 6.00001 3.00001; 15 0 9.00002 3.00001;
16 3.00001 9.00002 3.00001; 17 1.5 9.00002 0; 18 1.5 9.00002 3.00001;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 2 5; 5 5 6; 6 6 3; 7 5 7; 8 7 17; 9 8 6; 10 2 10;
11 3 11; 12 5 13; 13 6 14; 14 7 15; 15 8 16; 16 9 10; 17 10 11; 18 11 12;
19 10 13; 20 13 14; 21 14 11; 22 13 15; 23 15 18; 24 16 14; 30 17 18; 34 17 8;
35 18 16;
ELEMENT INCIDENCES SHELL
31 2 3 11 10; 32 5 6 14 13; 36 7 17 18 15; 37 17 8 16 18;
START GROUP DEFINITION
FLOOR
_3RD-FLOOR 8 14 15 23 30 34 35
MEMBER
_3RD-FLOOR-BEAM 8 14 15 23 30 34 35
END GROUP DEFINITION
ELEMENT PROPERTY
31 32 36 37 THICKNESS 0.1
DEFINE MATERIAL START
ISOTROPIC STEEL_275_NMM2
E 2.04999e+08
POISSON 0.3
DENSITY 76.9995
ALPHA 6.66667e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 274999 FU 409998 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17184e+07
POISSON 0.17
DENSITY 23.5615
ALPHA 5.5e-06
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY JAPANESE
2 5 8 10 TO 15 17 20 23 30 34 35 TABLE ST H250X250X9X14
1 3 4 6 7 9 16 18 19 21 22 24 TABLE ST H300X300X10X15
CONSTANTS
MATERIAL STEEL_275_NMM2 MEMB 1 TO 24 30 34 35
MATERIAL CONCRETE MEMB 31 32 36 37
SUPPORTS
1 4 9 12 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass TITLE REF LOAD CASE 1
SELFWEIGHT Y 1
LOAD R2 LOADTYPE Dead TITLE DL
FLOOR LOAD
_3RD-FLOOR FLOAD -10 GY
LOAD R3 LOADTYPE Live TITLE LL
MEMBER LOAD
2 5 8 10 TO 15 17 20 23 30 34 35 UNI GY -10
END DEFINE REFERENCE LOADS
DEFINE WIND LOAD
TYPE 1 WIND 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 85.000 MPH 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 2 9.000 M -
3.000 M 3.000 M 2.000 0.010 0 0 0 0 0 0.697 1.000 1.000 0.850 0 0 0 0 0.880 -
0.800 -0.180
!> END GENERATED DATA BLOCK
INT 0.399082 0.399082 0.4054 0.411412 0.417152 0.422647 0.427922 0.432995 -
0.437886 0.442608 0.447175 0.451599 0.455891 0.460058 0.46411 HEIG 0 4.57201 -
4.91262 5.25324 5.59386 5.93447 6.27509 6.6157 6.95632 7.29694 7.63755 -
7.97817 8.31879 8.6594 9.00002
TYPE 2 WIND 2
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 85.000 MPH 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 2 9.000 M -
3.000 M 3.000 M 2.000 0.010 1 0 0 0 0 0.697 1.000 1.000 0.850 0 0 0 0 0.880 -
-0.500 0.180
!> END GENERATED DATA BLOCK
INT -0.325505 -0.325505 HEIG 0 9.00002
DEFINE AIJ LOAD
ZONE 0.075 CO 0.3 TC 1 ALPHA 1
REFERENCE LOAD Y
R1 1.0
LOAD 11 LOADTYPE Seismic TITLE X+
AIJ LOAD X 1
PERFORM ANALYSIS PRINT ALL
CHANGE
LOAD 12 LOADTYPE Seismic TITLE Z+
AIJ LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 1 LOADTYPE Dead TITLE SELFWEIGHT
REFERENCE LOAD
R1 1.0
LOAD 2 LOADTYPE Dead TITLE DL1
REFERENCE LOAD
R2 1.0
LOAD 3 LOADTYPE Live TITLE LL
REFERENCE LOAD
R3 1.0
LOAD 9 LOADTYPE Wind TITLE WLX+1
WIND LOAD X 1 TYPE 1
LOAD 10 LOADTYPE Wind TITLE WLX+2
WIND LOAD -X 1 TYPE 2
PERFORM ANALYSIS
DEFINE ENVELOPE
1 TO 3 9 TO 12 ENVELOPE 2 TYPE SERVICEABILITY
END DEFINE ENVELOPE
PARAMETER 1
CODE JAPANESE 2005
DJ1 7 MEMB 8 34
DJ2 8 MEMB 8 34
TRACK 2 ALL
DJ2 15 MEMB 23 35
DJ2 16 MEMB 23 35
CHECK CODE MEMB 15
SELECT MEMB 15 31 32 36 37
PERFORM ANALYSIS
CHECK CODE MEMB 15
FINISH