請ansys高手幫忙

請問各位大俠,我這個模為什麼給均布載重跑出來拉索沒反應???跑出來的值跟沒拉索一樣,請各位高手幫幫忙!!!

!!!!!!!!!!輸入標題
/TITLE,北港大橋

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!進入前處理器
finish
/clear
/PREP7

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!建立單元類型    
ET,1,BEAM4
ET,2,LINK10
ET,3,LINK8
ET,4,BEAM44  
ET,5,mass21
KEYOPT,1,3,0
G1=7850
G2=2600
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!建立單元常數                                        
                

!!!!!!!!!!混凝土主梁                                            
MP,EX,1,35E9                            
MP,PRXY,1,0.2

!!!!!!!!!!斜拉索              
MP,EX,2,195E9                                    
MP,PRXY,3,0.2
MP,DENS,1,7850
KEYOPT,1,3,0
!!!!!!!!!!              
MP,EX,4,190E9                                  
MP,PRXY,4,0.2
!!!!!!橫梁
MP,EX,3,1.9E10
MP,PRXY,3,0.25
MP,DENS,3,1200
MP,DAMP,3,0.5
!!!!!!!!!!墩柱與群樁                                          
MP,EX,5,35E9      
MP,PRXY,5,0.2
                                                    
!!!!!!!!!!                
MP,EX,11,5E7*2*0.9*3*2      
MP,EX,12,5E7*2*0.9*3*4      
MP,EX,13,5E7*2*0.9*3*6      
MP,EX,14,5E7*2*0.9*3*8      
MP,EX,15,5E7*2*0.9*3*10    
MP,EX,16,5E7*2*0.9*3*12    
MP,EX,17,5E7*2*0.9*3*14    
MP,EX,18,5E7*2*0.9*3*16    
MP,EX,19,5E7*2*0.9*3*18    
MP,EX,20,5E7*2*0.9*3*20    
MP,EX,21,5E7*2*0.9*3*22    
MP,PRXY,11,0.2
MP,PRXY,12,0.2
MP,PRXY,13,0.2
MP,PRXY,14,0.2
MP,PRXY,15,0.2
MP,PRXY,16,0.2
MP,PRXY,17,0.2
MP,PRXY,18,0.2
MP,PRXY,19,0.2
MP,PRXY,20,0.2
MP,PRXY,21,0.2
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!建立材料性質
 
!!!!!!!!!!混凝土主梁                                                                
R,1,21.4755,20.3503,1328,2.8,26,,            
RMORE,-0.00016,66.862,,,,75890    
R,2,21.4755,20.3503,1328,2.8,26,,      
RMORE,-0.00015,66.862,,,,75890                            
R,3,21.4755,20.3503,1328,2.8,26,,            
RMORE,-0.000187,66.862,,,,75890
                                        
!!!!!!!!!!橋塔上橫樑 上中下各三支
R,101,17.5,36.458,17.865,4,3.5,,        
RMORE,0.000,40.639,,,,17.5*G2                            
R,102,17.5,36.458,17.865,4,3.5,,        
RMORE,0.000,40.639,,,,17.5*G2                            
R,103,17.5,36.458,17.865,4,3.5,,        
RMORE,0.000,40.639,,,,17.5*G2                            
!!!!!!!!!!橋塔          
R,71,30.00/2,62.5000/2,11.25,5,3,,  
RMORE,-0.00022,28.174,,,,30.00*G2/2            
R,72,31.11/2,67.4309/2,11.25*67.4/62.5,5,3,,  
RMORE,-0.00022,28.164*67.4/62.5,,,,31.11*G2/2          
R,73,32.24/2,72.6475/2,11.25*72.6/62.5,5,3,,  
RMORE,-0.00022,28.164*72.6/62.5,,,,32.24*G2/2            
R,74,33.39/2,78.1604/2,11.25*78.1/62.5,5,3,,  
RMORE,-0.00022,28.164*78.1/62.5,,,,33.39*G2/2            
R,75,34.56/2,83.9808/2,11.25*84/62.5,5,3,,  
RMORE,-0.00022,28.164*84/62.5,,,,34.56*G2/2          
R,76,35.75/2,90.1198/2,11.25*90/62.5,5,3,,  
RMORE,-0.00022,28.164*90/62.5,,,,35.75*G2/2            
R,77,36.96/2,96.5888/2,11.25*96.6/62.5,5,3,,  
RMORE,-0.00022,28.164*96.6/62.5,,,,36.96*G2/2            
R,78,38.19/2,103.3994/2,11.25*103.4/62.5,5,3,,  
RMORE,-0.00022,28.164*103.4/62.5,,,,38.19*G2/2            
R,79,39.44/2,110.5635/2,11.25*110.6/62.5,5,3,,  
RMORE,-0.00022,28.164*110.6/62.5,,,,39.44*G2/2          
R,80,40.71/2,118.0929/2,11.25*118/62.5,5,3,,  
RMORE,-0.00022,28.164*118/62.5,,,,40.71*G2/2            
R,81,42.00/2,126.0000/2,11.25*126/62.5,5,3,,  
RMORE,-0.00022,28.164*126/62.5,,,,42.00*G2/2            
R,82,43.31/2,134.2971/2,11.25*134/62.5,5,3,,  
RMORE,-0.00022,28.164*134/62.5,,,,43.31*G2/2            
R,83,44.64/2,142.9968/2,11.25*143/62.5,5,3,,                                  
RMORE,-0.00022,28.164*143/62.5,,,,44.64*G2/2            
R,84,45.99/2,152.1119/2,11.25*152/62.5,5,3,,  
RMORE,-0.00022,28.164*152/62.5,,,,45.99*G2/2          
R,85,47.36/2,161.6555/2,11.25*162/62.5,5,3,,  
RMORE,-0.00022,28.164*162/62.5,,,,47.36*G2/2          
R,86,48.75/2,171.6406/2,11.25*171/62.5,5,3,,  
RMORE,-0.00022,28.164*171/62.5,,,,48.75*G2/2            
R,87,50.16/2,182.0808/2,11.25*182/62.5,5,3,,  
RMORE,-0.00022,28.164*182/62.5,,,,50.16*G2/2            
R,88,51.59/2,192.9896/2,11.25*193/62.5,5,3,,  
RMORE,-0.00022,28.164*193/62.5,,,,51.59*G2/2            
R,89,53.04/2,204.3808/2,11.25*204/62.5,5,3,,  
RMORE,-0.00022,28.164*204/62.5,,,,53.04*G2/2          
R,90,54.51/2,216.2684/2,11.25*216/62.5,5,3,,  
RMORE,-0.00022,28.164*216/62.5,,,,54.51*G2/2          
R,91,56.00/2,228.6667/2,11.25*228/62.5,5,3,,  
RMORE,-0.00022,28.164*228/62.5,,,,56.00*G2/2    

!!!!!!!!!!主梁質量集中點
R,95,,,,631000,,,  
        
!!!!!!!!!!斜拉索                
R,11 ,0.00270*0.975,12969E-6                  
R,12 ,0.00290*0.975,12046E-6                      
R,13 ,0.00290*0.975,10198E-6                      
R,14 ,0.00290*0.975,10198E-6                      
R,15 ,0.00320*0.975,10198E-6                        
R,16 ,0.00330*0.975,10198E-6                  
R,17 ,0.00310*0.975,12046E-6                    
R,18 ,0.00330*0.975,10198E-6                      
R,19 ,0.00330*0.975,10198E-6                      
R,20 ,0.00330*0.975,10198E-6                        
R,21 ,0.00330*0.975, 9274E-6                      
R,22 ,0.00310*0.975, 9274E-6                        
R,23 ,0.00300*0.975, 8120E-6                        
R,24 ,0.00280*0.975, 8120E-6                      
R,25 ,0.00240*0.975, 8120E-6                      
R,26 ,0.00150*0.975, 8120E-6                    
R,27 ,0.00160*0.975, 8120E-6                      
R,28 ,0.00160*0.975, 8120E-6                        
 
 
!!!!!!!!!!為材料屬性定義一個溫度表MPTEMP,,,,,,,,                                  
!MPTEMP,1,0                                                
!UIMP,1,REFT,,,                                            
!!!!!!!!!!指定與溫度相對應的材料性質數據                                                          
!MPDATA,ALPX,1,,1.0E-5                                    
!MPDATA,ALPX,2,,1.2E-5
!MPDATA,ALPX,3,,1.2E-5                                    
!MPDATA,ALPX,4,,1.2E-5
!MPDATA,ALPX,5,,1.0E-5
!MPDATA,DENS,3,,8420                                        
    

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!建立節點                                  

!!!!!!!!!!主梁 1~251                                            
N,     1,    -125,     0.028     ,0    
N,     2,    -124,     0.056     ,0    
N,     3,    -123,     0.084     ,0    
N,     4,    -122,     0.112     ,0    
N,     5,    -121,     0.14      ,0    
N,     6,    -120,     0.168     ,0    
N,     7,    -119,     0.196     ,0    
N,     8,    -118,     0.224     ,0    
N,     9,    -117,     0.252     ,0    
N,    10,    -116,     0.28      ,0    
N,    11,    -115,     0.308     ,0    
N,    12,    -114,     0.336     ,0    
N,    13,    -113,     0.364     ,0    
N,    14,    -112,     0.392     ,0    
N,    15,    -111,     0.42      ,0    
N,    16,    -110,     0.448     ,0    
N,    17,    -109,     0.476     ,0    
N,    18,    -108,     0.504     ,0    
N,    19,    -107,     0.532     ,0    
N,    20,    -106,     0.56      ,0    
N,    21,    -105,     0.588     ,0    
N,    22,    -104,     0.616     ,0    
N,    23,    -103,     0.644     ,0    
N,    24,    -102,     0.672     ,0    
N,    25,    -101,     0.7       ,0    
N,    26,    -100,     0.728     ,0    
N,    27,    -99 ,     0.756     ,0    
N,    28,    -98 ,     0.784     ,0    
N,    29,    -97 ,     0.812     ,0    
N,    30,    -96 ,     0.84      ,0    
N,    31,    -95 ,     0.868     ,0    
N,    32,    -94 ,     0.896     ,0    
N,    33,    -93 ,     0.924     ,0    
N,    34,    -92 ,     0.952     ,0    
N,    35,    -91 ,     0.98      ,0    
N,    36,    -90 ,     1.008     ,0    
N,    37,    -89 ,     1.036     ,0    
N,    38,    -88 ,     1.064     ,0    
N,    39,    -87 ,     1.092     ,0    
N,    40,    -86 ,     1.12      ,0    
N,    41,    -85 ,     1.148     ,0    
N,    42,    -84 ,     1.176     ,0    
N,    43,    -83 ,     1.204     ,0    
N,    44,    -82 ,     1.232     ,0    
N,    45,    -81 ,     1.26      ,0    
N,    46,    -80 ,     1.288     ,0    
N,    47,    -79 ,     1.316     ,0    
N,    48,    -78 ,     1.344     ,0    
N,    49,    -77 ,     1.372     ,0    
N,    50,    -76 ,     1.4       ,0    
N,    51,    -75 ,     1.428     ,0    
N,    52,    -74 ,     1.456     ,0    
N,    53,    -73 ,     1.484     ,0    
N,    54,    -72 ,     1.512     ,0    
N,    55,    -71 ,     1.54      ,0    
N,    56,    -70 ,     1.568     ,0    
N,    57,    -69 ,     1.596     ,0    
N,    58,    -68 ,     1.624     ,0    
N,    59,    -67 ,     1.652     ,0    
N,    60,    -66 ,     1.68      ,0    
N,    61,    -65 ,     1.708     ,0    
N,    62,    -64 ,     1.736     ,0    
N,    63,    -63 ,     1.764     ,0    
N,    64,    -62 ,     1.792     ,0    
N,    65,    -61 ,     1.82      ,0    
N,    66,    -60 ,     1.848     ,0    
N,    67,    -59 ,     1.876     ,0    
N,    68,    -58 ,     1.904     ,0    
N,    69,    -57 ,     1.932     ,0    
N,    70,    -56 ,     1.96      ,0    
N,    71,    -55 ,     1.988     ,0    
N,    72,    -54 ,     2.016     ,0    
N,    73,    -53 ,     2.044     ,0    
N,    74,    -52 ,     2.072     ,0    
N,    75,    -51 ,     2.1       ,0    
N,    76,    -50 ,     2.128     ,0    
N,    77,    -49 ,     2.156     ,0    
N,    78,    -48 ,     2.184     ,0    
N,    79,    -47 ,     2.212     ,0    
N,    80,    -46 ,     2.24      ,0    
N,    81,    -45 ,     2.268     ,0    
N,    82,    -44 ,     2.296     ,0    
N,    83,    -43 ,     2.324     ,0    
N,    84,    -42 ,     2.352     ,0    
N,    85,    -41 ,     2.38      ,0    
N,    86,    -40 ,     2.408     ,0    
N,    87,    -39 ,     2.436     ,0    
N,    88,    -38 ,     2.464     ,0    
N,    89,    -37 ,     2.492     ,0    
N,    90,    -36 ,     2.52      ,0    
N,    91,    -35 ,     2.548     ,0    
N,    92,    -34 ,     2.576     ,0    
N,    93,    -33 ,     2.604     ,0    
N,    94,    -32 ,     2.632     ,0    
N,    95,    -31 ,     2.66      ,0    
N,    96,    -30 ,     2.688     ,0    
N,    97,    -29 ,     2.716     ,0    
N,    98,    -28 ,     2.744     ,0    
N,    99,    -27 ,     2.772     ,0    
N,   100,    -26 ,     2.8       ,0    
N,   101,    -25 ,     2.828     ,0    
N,   102,    -24 ,     2.856     ,0    
N,   103,    -23 ,     2.884     ,0    
N,   104,    -22 ,     2.912     ,0    
N,   105,    -21 ,     2.94      ,0    
N,   106,    -20 ,     2.968     ,0    
N,   107,    -19 ,     2.996     ,0    
N,   108,    -18 ,     3.024     ,0    
N,   109,    -17 ,     3.052     ,0    
N,   110,    -16 ,     3.08      ,0    
N,   111,    -15 ,     3.108     ,0    
N,   112,    -14 ,     3.136     ,0    
N,   113,    -13 ,     3.164     ,0    
N,   114,    -12 ,     3.192     ,0    
N,   115,    -11 ,     3.22      ,0    
N,   116,    -10 ,     3.248     ,0    
N,   117,    -9  ,     3.276     ,0    
N,   118,    -8  ,     3.304     ,0    
N,   119,    -7  ,     3.332     ,0    
N,   120,    -6  ,     3.36      ,0    
N,   121,    -5  ,     3.388     ,0    
N,   122,    -4  ,     3.416     ,0    
N,   123,    -3  ,     3.444     ,0    
N,   124,    -2  ,     3.472     ,0    
N,   125,    -1  ,     3.5       ,0    
N,   126,    0   ,     3.5       ,0    
N,   127,    1   ,     3.5       ,0    
N,   128,    2   ,     3.472     ,0    
N,   129,    3   ,     3.444     ,0    
N,   130,    4   ,     3.416     ,0    
N,   131,    5   ,     3.388     ,0    
N,   132,    6   ,     3.36      ,0    
N,   133,    7   ,     3.332     ,0    
N,   134,    8   ,     3.304     ,0    
N,   135,    9   ,     3.276     ,0    
N,   136,    10  ,     3.248     ,0    
N,   137,    11  ,     3.22      ,0    
N,   138,    12  ,     3.192     ,0    
N,   139,    13  ,     3.164     ,0    
N,   140,    14  ,     3.136     ,0    
N,   141,    15  ,     3.108     ,0    
N,   142,    16  ,     3.08      ,0    
N,   143,    17  ,     3.052     ,0    
N,   144,    18  ,     3.024     ,0    
N,   145,    19  ,     2.996     ,0    
N,   146,    20  ,     2.968     ,0    
N,   147,    21  ,     2.94      ,0    
N,   148,    22  ,     2.912     ,0    
N,   149,    23  ,     2.884     ,0    
N,   150,    24  ,     2.856     ,0    
N,   151,    25  ,     2.828     ,0    
N,   152,    26  ,     2.8       ,0    
N,   153,    27  ,     2.772     ,0    
N,   154,    28  ,     2.744     ,0    
N,   155,    29  ,     2.716     ,0    
N,   156,    30  ,     2.688     ,0    
N,   157,    31  ,     2.66      ,0    
N,   158,    32  ,     2.632     ,0    
N,   159,    33  ,     2.604     ,0    
N,   160,    34  ,     2.576     ,0    
N,   161,    35  ,     2.548     ,0    
N,   162,    36  ,     2.52      ,0    
N,   163,    37  ,     2.492     ,0    
N,   164,    38  ,     2.464     ,0    
N,   165,    39  ,     2.436     ,0    
N,   166,    40  ,     2.408     ,0    
N,   167,    41  ,     2.38      ,0    
N,   168,    42  ,     2.352     ,0    
N,   169,    43  ,     2.324     ,0    
N,   170,    44  ,     2.296     ,0    
N,   171,    45  ,     2.268     ,0    
N,   172,    46  ,     2.24      ,0    
N,   173,    47  ,     2.212     ,0    
N,   174,    48  ,     2.184     ,0    
N,   175,    49  ,     2.156     ,0    
N,   176,    50  ,     2.128     ,0    
N,   177,    51  ,     2.1       ,0    
N,   178,    52  ,     2.072     ,0    
N,   179,    53  ,     2.044     ,0    
N,   180,    54  ,     2.016     ,0    
N,   181,    55  ,     1.988     ,0    
N,   182,    56  ,     1.96      ,0    
N,   183,    57  ,     1.932     ,0    
N,   184,    58  ,     1.904     ,0    
N,   185,    59  ,     1.876     ,0    
N,   186,    60  ,     1.848     ,0    
N,   187,    61  ,     1.82      ,0    
N,   188,    62  ,     1.792     ,0    
N,   189,    63  ,     1.764     ,0    
N,   190,    64  ,     1.736     ,0    
N,   191,    65  ,     1.708     ,0    
N,   192,    66  ,     1.68      ,0    
N,   193,    67  ,     1.652     ,0    
N,   194,    68  ,     1.624     ,0    
N,   195,    69  ,     1.596     ,0    
N,   196,    70  ,     1.568     ,0    
N,   197,    71  ,     1.54      ,0    
N,   198,    72  ,     1.512     ,0    
N,   199,    73  ,     1.484     ,0    
N,   200,    74  ,     1.456     ,0    
N,   201,    75  ,     1.428     ,0    
N,   202,    76  ,     1.4       ,0    
N,   203,    77  ,     1.372     ,0    
N,   204,    78  ,     1.344     ,0    
N,   205,    79  ,     1.316     ,0    
N,   206,    80  ,     1.288     ,0    
N,   207,    81  ,     1.26      ,0    
N,   208,    82  ,     1.232     ,0    
N,   209,    83  ,     1.204     ,0    
N,   210,    84  ,     1.176     ,0    
N,   211,    85  ,     1.148     ,0    
N,   212,    86  ,     1.12      ,0    
N,   213,    87  ,     1.092     ,0    
N,   214,    88  ,     1.064     ,0    
N,   215,    89  ,     1.036     ,0    
N,   216,    90  ,     1.008     ,0    
N,   217,    91  ,     0.98      ,0    
N,   218,    92  ,     0.952     ,0    
N,   219,    93  ,     0.924     ,0    
N,   220,    94  ,     0.896     ,0    
N,   221,    95  ,     0.868     ,0    
N,   222,    96  ,     0.84      ,0    
N,   223,    97  ,     0.812     ,0    
N,   224,    98  ,     0.784     ,0    
N,   225,    99  ,     0.756     ,0    
N,   226,    100 ,     0.728     ,0    
N,   227,    101 ,     0.7       ,0    
N,   228,    102 ,     0.672     ,0    
N,   229,    103 ,     0.644     ,0    
N,   230,    104 ,     0.616     ,0    
N,   231,    105 ,     0.588     ,0    
N,   232,    106 ,     0.56      ,0    
N,   233,    107 ,     0.532     ,0    
N,   234,    108 ,     0.504     ,0    
N,   235,    109 ,     0.476     ,0    
N,   236,    110 ,     0.448     ,0    
N,   237,    111 ,     0.42      ,0    
N,   238,    112 ,     0.392     ,0    
N,   239,    113 ,     0.364     ,0    
N,   240,    114 ,     0.336     ,0    
N,   241,    115 ,     0.308     ,0    
N,   242,    116 ,     0.28      ,0    
N,   243,    117 ,     0.252     ,0    
N,   244,    118 ,     0.224     ,0    
N,   245,    119 ,     0.196     ,0    
N,   246,    120 ,     0.168     ,0    
N,   247,    121 ,     0.14      ,0    
N,   248,    122 ,     0.112     ,0    
N,   249,    123 ,     0.084     ,0    
N,   250,    124 ,     0.056     ,0    
N,   251,    125 ,     0.028     ,0

!!!!!!!!!!橫梁 2001~2251 1001~1251
!!!!!!!!!!選擇一組節點子集合
!!!!!!!!!!NSEL,type,item,comp,VMIN,VMAX,VINC,KABS
NSEL,A,,,1,251,2
NGEN,2,2000,ALL, , , , ,13.5
ALLSEL

!!!!!!!!!!選擇一組節點子集合
NSEL,A,,,1,251,2
NGEN,2,1000,ALL, , , , ,-13.5
ALLSEL

!!!!!!!!!!橋塔 501~627                            
N,501,0,-15.20 ,0  
N,502,0,-14.80 ,0  
N,503,0,-14.40 ,0  
N,504,0,-14.00 ,0  
N,505,0,-13.60 ,0  
N,506,0,-13.20 ,0  
N,507,0,-12.80 ,0  
N,508,0,-12.40 ,0
N,509,0,-12.00 ,0  
N,510,0,-11.60 ,0  
N,511,0,-11.20 ,0  
N,512,0,-10.80 ,0  
N,513,0,-10.40 ,0  
N,514,0,-10.00 ,0  
N,515,0,-9.60  ,0  
N,516,0,-9.20  ,0
N,517,0,-8.80  ,0  
N,518,0,-8.40  ,0  
N,519,0,-8.00  ,0  
N,520,0,-7.60  ,0  
N,521,0,-7.20  ,0  
N,522,0,-6.80  ,0  
N,523,0,-6.40  ,0  
N,524,0,-6.00  ,0
N,525,0,-5.60  ,0  
N,526,0,-5.20  ,0  
N,527,0,-4.80  ,0  
N,528,0,-4.40  ,0  
N,529,0,-4.00  ,0  
N,530,0,-3.60  ,0  
N,531,0,-3.20  ,0  
N,532,0,-2.80  ,0
N,533,0,-2.40  ,0  
N,534,0,-2.00  ,0  
N,535,0,-1.60  ,0  
N,536,0,-1.20  ,0  
N,537,0,-0.80  ,0  
N,538,0,-0.40  ,0  
N,539,0,0.00   ,0  
N,540,0,0.40   ,0
N,541,0,0.80   ,0  
N,542,0,1.20   ,0  
N,543,0,1.60   ,0  
N,544,0,2.00   ,0  
N,545,0,2.40   ,0  
N,546,0,2.80   ,0  
N,547,0,3.499  ,0    
N,548,0,3.60   ,0
N,549,0,4.00   ,0  
N,550,0,4.40   ,0  
N,551,0,4.80   ,0  
N,552,0,5.20   ,0  
N,553,0,5.60   ,0  
N,554,0,6.00   ,0  
N,555,0,6.40   ,0  
N,556,0,6.80   ,0
N,557,0,7.20   ,0  
N,558,0,7.60   ,0  
N,559,0,8.00   ,0  
N,560,0,8.40   ,0  
N,561,0,8.80   ,0  
N,562,0,9.20   ,0  
N,563,0,9.60   ,0  
N,564,0,10.00  ,0
N,565,0,10.40  ,0  
N,566,0,10.80  ,0  
N,567,0,11.20  ,0  
N,568,0,11.60  ,0  
N,569,0,12.00  ,0  
N,570,0,12.40  ,0  
N,571,0,12.80  ,0  
N,572,0,13.20  ,0
N,573,0,13.60  ,0  
N,574,0,14.00  ,0  
N,575,0,14.40  ,0  
N,576,0,14.80  ,0  
N,577,0,15.20  ,0  
N,578,0,15.60  ,0  
N,579,0,16.00  ,0  
N,580,0,16.40  ,0
N,581,0,16.80  ,0  
N,582,0,17.20  ,0  
N,583,0,17.60  ,0  
N,584,0,18.00  ,0  
N,585,0,18.40  ,0  
N,586,0,18.80  ,0  
N,587,0,19.20  ,0  
N,588,0,19.60  ,0
N,589,0,20.00  ,0  
N,590,0,20.40  ,0  
N,591,0,20.80  ,0  
N,592,0,21.20  ,0  
N,593,0,21.60  ,0  
N,594,0,22.00  ,0  
N,595,0,22.40  ,0  
N,596,0,22.80  ,0
N,597,0,23.20  ,0  
N,598,0,23.60  ,0  
N,599,0,24.00  ,0  
N,600,0,24.40  ,0  
N,601,0,24.80  ,0  
N,602,0,25.20  ,0  
N,603,0,25.60  ,0  
N,604,0,26.00  ,0
N,605,0,26.40  ,0  
N,606,0,26.80  ,0  
N,607,0,27.20  ,0  
N,608,0,27.60  ,0  
N,609,0,28.00  ,0  
N,610,0,28.40  ,0  
N,611,0,28.80  ,0  
N,612,0,29.20  ,0
N,613,0,29.60  ,0  
N,614,0,30.00  ,0  
N,615,0,30.40  ,0  
N,616,0,30.80  ,0  
N,617,0,31.20  ,0  
N,618,0,31.60  ,0  
N,619,0,32.00  ,0  
N,620,0,32.40  ,0
N,621,0,32.80  ,0  
N,622,0,33.20  ,0  
N,623,0,33.60  ,0  
N,624,0,34.00  ,0  
N,625,0,34.40  ,0  
N,626,0,34.80  ,0  
N,627,0,35.20  ,0  
 
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!建立元素

!!!!!!!!!!主梁 1~20 21~88 89~124 125~127 128~162 163~230 231~250                                      
  
TYPE,1                                                    
MAT,1                                                    
REAL,1                                                    
*DO,I,1,20                                              
EN,I,I,I+1                                                
*ENDDO
REAL,2    
*DO,I,21,88
EN,I,I,I+1
*ENDDO  
                                    
REAL,3                                  
*DO,I,89,124                            
EN,I,I,I+1                              
*ENDDO
                                                                                  
REAL,3                                    
*DO,I,125,127                                              
EN,I,I,I+1                                                
*ENDDO
                                    
MAT,1                                      
REAL,3                                    
*DO,I,128,162                                              
EN,I,I,I+1                                                
*ENDDO
                                  
REAL,2                                  
*DO,I,162,231                          
EN,I,I,I+1                              
*ENDDO
 
REAL,1        
*DO,I,231,250  
EN,I,I,I+1                                                                
*ENDDO
 
!!!!!!!!!!橋塔 501~627                  
TYPE,1              
MAT,1
*DO,I,1,37
REAL,71
EN,500+I,500+I,501+I
*ENDDO
REAL,91
*DO,I,38,126
EN,500+I,500+I,501+I
*ENDDO
              
!!!!!!!!!!橫樑
TYPE,1                                              
MAT,3      
*DO,I,1,124                                    
EN,8000+I,2001+2*I,2*I+1          
EN,9000+I,1001+2*I,2*I+1          
*ENDDO  
                                            
!!!!!!!!!!支承墊
TYPE,1                                              
MAT,1
en,6037,547,126
                                
!!!!!!!!!!斜拉索
ALLSEL
TYPE,2                                                    
MAT,2
real,12
en,5001,1021,613
en,5002,1025,611
en,5003,1029,609
en,5004,1033,607
en,5005,1037,605
en,5006,1041,603
en,5007,1045,601
en,5008,1049,599
en,5009,1053,597
en,5010,1057,595
en,5011,1061,593
en,5012,1065,591
en,5013,1069,589
en,5014,1073,587
en,5015,1077,585
en,5016,1081,583
en,5017,1085,581
en,5018,1089,579
allsel
real,11
en,5019,1163,579
en,5020,1167,581
en,5021,1171,583
en,5022,1175,585
en,5023,1179,587
en,5024,1183,589
en,5025,1187,591
en,5026,1191,593
en,5027,1195,595
en,5028,1199,597
en,5029,1203,599
en,5030,1207,601
en,5031,1211,603
en,5032,1215,605
en,5033,1219,607
en,5034,1223,609
en,5035,1227,611
en,5036,1231,613
allsel
real,11
en,6001,2021,613
en,6002,2025,611
en,6003,2029,609
en,6004,2033,607
en,6005,2037,605
en,6006,2041,603
en,6007,2045,601
en,6008,2049,599
en,6009,2053,597
en,6010,2057,595
en,6011,2061,593
en,6012,2065,591
en,6013,2069,589
en,6014,2073,587
en,6015,2077,585
en,6016,2081,583
en,6017,2085,581
en,6018,2089,579
allsel
real,11
en,6019,2163,579
en,6020,2167,581
en,6021,2171,583
en,6022,2175,585
en,6023,2179,587
en,6024,2183,589
en,6025,2187,591
en,6026,2191,593
en,6027,2195,595
en,6028,2199,597
en,6029,2203,599
en,6030,2207,601
en,6031,2211,603
en,6032,2215,605
en,6033,2219,607
en,6034,2223,609
en,6035,2227,611
en,6036,2231,613

!!!!!!!!!!主梁集中質量點 mass21          
TYPE,5                                      
REAL,95                  
*DO,I,1,251              
EN,I+5500,I,I+1              
*ENDDO                  

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!邊界條件
FINISH                  
/SOLU                  
ALLSEL
!!!!!!!!!!橋塔底部施加約束
D,501,ALL,0
D,  1,UY,0  
D,251,UY,0

!!!!!!!!!!施加重力                                                                                    
                                                                
!acel,0,9.8,0
 
 

 

!acel,0,9.8,0 qu|你前面加叹号了！ 肯定没有效应啊！

  haha

这个 ，太高级了。。。