上传一个fortran能够运行的程序吧。谢谢了！

dragon_liu

我好久不用fortran了，那会用的是77。对现在的visual fortran一窍不通，根本不知道怎么运行，但是我想知道我装的visual fortran6.5是不是有问题，所以想找一个能够正确编译执行的源文件，多简单也行！
谢谢了！

SCIE

print *,'Hello,World'
end
  
保存为Helloworld.f90.

zhanghuaa

     INTERFACE TO INTEGER*2 FUNCTION system[C]
     *   (string[REFERENCE])
        CHARACTER*1 string
        end
  
CCC----°´ GBJ7-89 (¹ú±ê) ¼ÆËãµ²ÍÁǽÖ÷¶¯ÍÁѹÁ¦-----CCCCCC
        CHARACTER*20 NAM1,NAM2
cc      CHARACTER*1  YN
        INTEGER YN
        INTEGER*2 DUMMY,SYSTEM
        REAL KQ,KA
        YN=1
        WRITE(*,'(/2X,A\)') ' ÒÑÓÐԭʼÊý¾ÝÎļþ(1--ÒÑÓÐ 0--ûÓÐ)Âð?[0]:'
        READ(*,*) YN
        IF(YN.EQ.1) THEN
           WRITE(*,'(/2X,A\)') 'INPUT YOUR INPUT FILE NAME---->'
           READ(*,'(A)') NAM1
           OPEN(1,FILE=NAM1,STATUS='OLD')
           READ(1,*) PH,C,GA,DE,Q,H,BE,AL
        END IF
        IF(YN.EQ.0) THEN
          WRITE(*,'(/2X,A)') '------ÇëÓÉÆÁÄ»ÊäÈë¼ÆËã²ÎÊý!------ '
          WRITE(*,'(/2X,A\)') 'ÌîÍÁĦ²Á½Ç: PH='
          READ(*,*) PH
          WRITE(*,'(/2X,A\)') 'ÌîÍÁÕ³¾ÛÁ¦: C='
          READ(*,*) C
          WRITE(*,'(/2X,A\)') 'ÌîÍÁÈÝÖØ: GA='
          READ(*,*) GA
          WRITE(*,'(/2X,A\)') 'ÌîÍÁǽ±³Ä¦²Á½Ç: DE='
          READ(*,*) DE
          WRITE(*,'(/2X,A\)') 'ÌîÍÁ±íÃæºÉÔØ: Q='
          READ(*,*) Q
          WRITE(*,'(/2X,A\)') 'µ²ÍÁǽ¸ß(¶¥ÖÁµ×) H='
          READ(*,*) H
          WRITE(*,'(/2X,A\)') 'ǽºóÌîÍÁб½Ç: BE='
          READ(*,*) BE
          WRITE(*,'(/2X,A\)') 'µ²ÍÁǽ±³ÓëˮƽÃæ¼Ð½Ç: AL='
          READ(*,*) AL
        END IF
        WRITE(*,'(/2X,A\)') 'INPUT YOUR OUTPUT FILE NAME---->'
        READ(*,'(A)') NAM2
        OPEN(2,FILE=NAM2,STATUS='UNKNOWN')
        WRITE(2,'(//2X,A)') '***********ԭʼÊý¾Ý*************'
        WRITE(2,'(/2X,A,F7.3\)') 'ÌîÍÁĦ²Á½Ç: PH=',PH
        WRITE(2,'(//2X,A,F7.3\)') 'ÌîÍÁÕ³¾ÛÁ¦: C=',C
        WRITE(2,'(//2X,A,F7.3\)') 'ÌîÍÁÈÝÖØ: GA=',GA
        WRITE(2,'(//2X,A,F7.3\)') 'ÌîÍÁǽ±³Ä¦²Á½Ç: DE=',DE
        WRITE(2,'(//2X,A,F7.3\)') 'ÌîÍÁ±íÃæºÉÔØ: Q=',Q
        WRITE(2,'(//2X,A,F7.3\)') 'µ²ÍÁǽ¸ß(¶¥ÖÁµ×) H=',H
        WRITE(2,'(//2X,A,F7.3\)') 'ǽºóÌîÍÁб½Ç: BE=',BE
        WRITE(2,'(//2X,A,F7.3\)') 'µ²ÍÁǽ±³ÓëˮƽÃæ¼Ð½Ç: AL=',AL
        AL1=90.0-AL
       &nbspH1=PH
        PH=PH*3.14159/180.0
        DE=DE*3.14159/180.0
        BE=BE*3.14159/180.0
        AL=AL*3.14159/180.0
        B1=SIN(AL)
        B2=SIN(AL+BE)
        B3=SIN(AL-DE)
        B4=SIN(AL+BE-PH-DE)
        B5=SIN(PH+DE)
        B6=SIN(PH-BE)
        B7=COS(PH)
        B8=COS(AL+BE-PH-DE)
        B9=COS(BE)
        KQ=1.0+(2.0*Q*B1*B9)/(GA*H*B2)
        WRITE(*,'(/2X,A)') '***°´ GBJ7-89 ¼ÆËãµ²ÍÁǽÖ÷¶¯ÍÁѹÁ¦***'
        WRITE(2,'(//2X,A)') '***********¼ÆËã½á¹û*************'
        WRITE(2,'(/2X,A)') '***°´ GBJ7-89 ¼ÆËãµ²ÍÁǽÖ÷¶¯ÍÁѹÁ¦***'
CC      WRITE(2,'(//2x,A,F12.4)') 'Öмä¼ÆËãϵÊý: KQ=',KQ
        ET=(2.0*C)/(GA*H)
CC      WRITE(2,'(/2x,A,F12.4)') 'Öмä¼ÆËãϵÊý: ET=',ET
        BB1=B2*B3
        BB2=B5*B6
        BB3=B1*B7*B8
        BB4=B2*B6
        BB5=B1*B7
        BB6=B3*B5
        C1=KQ*BB4
        C2=KQ*BB6
        C3=ET*BB5
        D1=B2/(B1*B1*B4*B4)
        D2=KQ*(BB1+BB2)
        D3=2.0*ET*BB3
        D4=SQRT((C2+C3)*(C1+C3))
CC      WRITE(2,'(/2x,A,F7.3)') 'Öмä¼ÆËãϵÊý:  D1=',D1
CC      WRITE(2,'(/2x,A,F7.3)') 'Öмä¼ÆËãϵÊý:  D2=',D2
CC      WRITE(2,'(/2x,A,F7.3)') 'Öмä¼ÆËãϵÊý:  D3=',D3
CC      WRITE(2,'(/2x,A,F7.3)') 'Öмä¼ÆËãϵÊý:  D4=',D4
        KA=D1*(D2+D3-2*D4)
        EA=GA*H*H*KA/2.0
        EAX=EA*SIN(AL-DE)
        EAZ=EA*COS(AL-DE)
        SQ=SQRT((C2+C3)/(C1+C3))
        E1=SIN(BE)*SQ
        E2=SIN(AL-PH-DE)
        E3=SQ*B9
        E4=COS(AL-PH-DE)
        TN=(E1+E2)/(E3-E4)
        CT=ATAN(TN)*180/3.14159
        WRITE(*,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦ÏµÊý: KA=',KA
        WRITE(*,'(/2x,A,F8.4)') 'Ö÷  ¶¯  ÍÁ  Ñ¹  Á¦: Ea= ',EA
        WRITE(*,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦Ë®Æ½·ÖÁ¦: Eax=',EAX
        WRITE(*,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦ÊúÏò·ÖÁ¦: Eaz=',EAZ
        WRITE(*,'(/2x,A,F8.4)') 'ÆÆÁÑÃæÓëˮƽÃæ¼Ð½Ç: CT= ',CT
  
        WRITE(2,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦ÏµÊý: KA=',KA
        WRITE(2,'(/2x,A,F8.4)') 'Ö÷  ¶¯  ÍÁ  Ñ¹  Á¦: Ea= ',EA
        WRITE(2,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦Ë®Æ½·ÖÁ¦: Eax=',EAX
        WRITE(2,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦ÊúÏò·ÖÁ¦: Eaz=',EAZ
        WRITE(2,'(/2x,A,F8.4)') 'ÆÆÁÑÃæÓëˮƽÃæ¼Ð½Ç: CT= ',CT
  
CCC----°´ DBJ01-501-92 (±±¾©) ¼ÆËãµ²ÍÁǽÖ÷¶¯ÍÁѹÁ¦-----CCCCCC
        WRITE(*,'(/2X,A)') '***°´ DBJ01-501-92 Ëãµ²ÍÁǽÖ÷¶¯ÍÁѹÁ¦***'
        WRITE(2,'(/2X,A)') '***°´ DBJ01-501-92 Ëãµ²ÍÁǽÖ÷¶¯ÍÁѹÁ¦***'
        AL1=AL1*3.14159/180
        A1=COS(PH-AL1)
        A2=COS(AL1)
        A3=COS(DE+AL1)
        A4=COS(AL1-BE)
        B1=SIN(PH+DE)
        B2=SIN(PH-BE)
        C1=1.0+SQRT((B1*B2)/(A3*A4))
        D1=A2*A2*A3*C1*C1
        KA=A1*A1/D1
        EA=GA*H*H*KA/2.0
        WRITE(*,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦ÏµÊý: KA=',KA
        WRITE(*,'(/2x,A,F8.4)') 'Ö÷ ¶¯ ÍÁ ѹ Á¦: Ea=',EA
        WRITE(2,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦ÏµÊý: KA=',KA
        WRITE(2,'(/2x,A,F8.4/)') 'Ö÷ ¶¯ ÍÁ ѹ Á¦: Ea=',EA
  
CC      WRITE(2,'(/2X,A)') '***°´¼ò»¯¹«Ê½¼ÆËãµ²ÍÁǽÖ÷¶¯ÍÁѹÁ¦***'
CC      AA=TAN(45.0*3.14159/180.0-PH1*3.14159/(2.0*180.0))
CC      EA=GA*H*H*AA**2/2.0
CC      WRITE(2,'(/2x,A,F8.4)') 'AA=',AA
CC      WRITE(2,'(/2x,A,F10.4)') 'Ö÷ ¶¯ ÍÁ ѹ Á¦: Ea=',EA
  
        WRITE(*,'(/2X,A)') '**°´ÀÊ¿ÏÀíÂÛ¼ÆËãµ²ÍÁǽÖ÷¶¯ÍÁѹÁ¦***'
        WRITE(2,'(/2X,A)') '**°´ÀÊ¿ÏÀíÂÛ¼ÆËãµ²ÍÁǽÖ÷¶¯ÍÁѹÁ¦***'
        KA=(TAN(45*3.14159/180.0-PH/2.0))**2
        EA1=GA*H**2*KA/2.0
        EA2=2.0*C*H*SQRT(KA)
        EA3=2.0*C**2/GA
        EA=EA1-EA2+EA3
        WRITE(*,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦ÏµÊý: KA=',KA
        WRITE(2,'(/2x,A,F8.4)') 'Ö÷¶¯ÍÁѹÁ¦ÏµÊý: KA=',KA
        WRITE(*,'(/2x,A,F8.4/)') 'Ö÷ ¶¯ ÍÁ ѹ Á¦: Ea=',EA
        WRITE(2,'(/2x,A,F8.4/)') 'Ö÷ ¶¯ ÍÁ ѹ Á¦: Ea=',EA
  
        CLOSE(UNIT=2)
        DUMMY=SYSTEM('C:\\WINDOWS\\NOTEPAD DTQ.OUT'C)
        STOP
        END

dragon_liu

谢谢了，还是这里的好心人多！

freepu

汉字的问题。
  

2. INTERFACE TO INTEGER*2 FUNCTION system[C]  
3.      * (string[REFERENCE])  
4.         CHARACTER*1 string  
5.         end  
6.   
7. CCC----按 GBJ7-89 (国标) 计算挡土墙主动土压力-----CCCCCC  
8.         CHARACTER*20 NAM1,NAM2  
9. cc CHARACTER*1 YN  
10.         INTEGER YN  
11.         INTEGER*2 DUMMY,SYSTEM  
12.         REAL KQ,KA  
13.         YN=1  
14.         WRITE(*,'(/2X,A\)') ' 已有原始数据文件(1--已有 0--没有)吗?[0]:'  
15.         READ(*,*) YN  
16.         IF(YN.EQ.1) THEN  
17.            WRITE(*,'(/2X,A\)') 'INPUT YOUR INPUT FILE NAME---->'  
18.            READ(*,'(A)') NAM1  
19.            OPEN(1,FILE=NAM1,STATUS='OLD')  
20.            READ(1,*) PH,C,GA,DE,Q,H,BE,AL  
21.         END IF  
22.         IF(YN.EQ.0) THEN  
23.           WRITE(*,'(/2X,A)') '------请由屏幕输入计算参数!------ '  
24.           WRITE(*,'(/2X,A\)') '填土摩擦角: PH='  
25.           READ(*,*) PH  
26.           WRITE(*,'(/2X,A\)') '填土粘聚力: C='  
27.           READ(*,*) C  
28.           WRITE(*,'(/2X,A\)') '填土容重: GA='  
29.           READ(*,*) GA  
30.           WRITE(*,'(/2X,A\)') '填土墙背摩擦角: DE='  
31.           READ(*,*) DE  
32.           WRITE(*,'(/2X,A\)') '填土表面荷载: Q='  
33.           READ(*,*) Q  
34.           WRITE(*,'(/2X,A\)') '挡土墙高(顶至底) H='  
35.           READ(*,*) H  
36.           WRITE(*,'(/2X,A\)') '墙后填土斜角: BE='  
37.           READ(*,*) BE  
38.           WRITE(*,'(/2X,A\)') '挡土墙背与水平面夹角: AL='  
39.           READ(*,*) AL  
40.         END IF  
41.         WRITE(*,'(/2X,A\)') 'INPUT YOUR OUTPUT FILE NAME---->'  
42.         READ(*,'(A)') NAM2  
43.         OPEN(2,FILE=NAM2,STATUS='UNKNOWN')  
44.         WRITE(2,'(//2X,A)') '***********原始数据*************'  
45.         WRITE(2,'(/2X,A,F7.3\)') '填土摩擦角: PH=',PH  
46.         WRITE(2,'(//2X,A,F7.3\)') '填土粘聚力: C=',C  
47.         WRITE(2,'(//2X,A,F7.3\)') '填土容重: GA=',GA  
48.         WRITE(2,'(//2X,A,F7.3\)') '填土墙背摩擦角: DE=',DE  
49.         WRITE(2,'(//2X,A,F7.3\)') '填土表面荷载: Q=',Q  
50.         WRITE(2,'(//2X,A,F7.3\)') '挡土墙高(顶至底) H=',H  
51.         WRITE(2,'(//2X,A,F7.3\)') '墙后填土斜角: BE=',BE  
52.         WRITE(2,'(//2X,A,F7.3\)') '挡土墙背与水平面夹角: AL=',AL  
53.         AL1=90.0-AL  
54.         PH1=PH  
55.         PH=PH*3.14159/180.0  
56.         DE=DE*3.14159/180.0  
57.         BE=BE*3.14159/180.0  
58.         AL=AL*3.14159/180.0  
59.         B1=SIN(AL)  
60.         B2=SIN(AL+BE)  
61.         B3=SIN(AL-DE)  
62.         B4=SIN(AL+BE-PH-DE)  
63.         B5=SIN(PH+DE)  
64.         B6=SIN(PH-BE)  
65.         B7=COS(PH)  
66.         B8=COS(AL+BE-PH-DE)  
67.         B9=COS(BE)  
68.         KQ=1.0+(2.0*Q*B1*B9)/(GA*H*B2)  
69.         WRITE(*,'(/2X,A)') '***按 GBJ7-89 计算挡土墙主动土压力***'  
70.         WRITE(2,'(//2X,A)') '***********计算结果*************'  
71.         WRITE(2,'(/2X,A)') '***按 GBJ7-89 计算挡土墙主动土压力***'  
72. CC WRITE(2,'(//2x,A,F12.4)') '中间计算系数: KQ=',KQ  
73.         ET=(2.0*C)/(GA*H)  
74. CC WRITE(2,'(/2x,A,F12.4)') '中间计算系数: ET=',ET  
75.         BB1=B2*B3  
76.         BB2=B5*B6  
77.         BB3=B1*B7*B8  
78.         BB4=B2*B6  
79.         BB5=B1*B7  
80.         BB6=B3*B5  
81.         C1=KQ*BB4  
82.         C2=KQ*BB6  
83.         C3=ET*BB5  
84.         D1=B2/(B1*B1*B4*B4)  
85.         D2=KQ*(BB1+BB2)  
86.         D3=2.0*ET*BB3  
87.         D4=SQRT((C2+C3)*(C1+C3))  
88. CC WRITE(2,'(/2x,A,F7.3)') '中间计算系数: D1=',D1  
89. CC WRITE(2,'(/2x,A,F7.3)') '中间计算系数: D2=',D2  
90. CC WRITE(2,'(/2x,A,F7.3)') '中间计算系数: D3=',D3  
91. CC WRITE(2,'(/2x,A,F7.3)') '中间计算系数: D4=',D4  
92.         KA=D1*(D2+D3-2*D4)  
93.         EA=GA*H*H*KA/2.0  
94.         EAX=EA*SIN(AL-DE)  
95.         EAZ=EA*COS(AL-DE)  
96.         SQ=SQRT((C2+C3)/(C1+C3))  
97.         E1=SIN(BE)*SQ  
98.         E2=SIN(AL-PH-DE)  
99.         E3=SQ*B9  
100.         E4=COS(AL-PH-DE)  
101.         TN=(E1+E2)/(E3-E4)  
102.         CT=ATAN(TN)*180/3.14159  
103.         WRITE(*,'(/2x,A,F8.4)') '主动土压力系数: KA=',KA  
104.         WRITE(*,'(/2x,A,F8.4)') '主 动 土 压 力: Ea= ',EA  
105.         WRITE(*,'(/2x,A,F8.4)') '主动土压力水平分力: Eax=',EAX  
106.         WRITE(*,'(/2x,A,F8.4)') '主动土压力竖向分力: Eaz=',EAZ  
107.         WRITE(*,'(/2x,A,F8.4)') '破裂面与水平面夹角: CT= ',CT  
108.   
109.         WRITE(2,'(/2x,A,F8.4)') '主动土压力系数: KA=',KA  
110.         WRITE(2,'(/2x,A,F8.4)') '主 动 土 压 力: Ea= ',EA  
111.         WRITE(2,'(/2x,A,F8.4)') '主动土压力水平分力: Eax=',EAX  
112.         WRITE(2,'(/2x,A,F8.4)') '主动土压力竖向分力: Eaz=',EAZ  
113.         WRITE(2,'(/2x,A,F8.4)') '破裂面与水平面夹角: CT= ',CT  
114.   
115. CCC----按 DBJ01-501-92 (北京) 计算挡土墙主动土压力-----CCCCCC  
116.         WRITE(*,'(/2X,A)') '***按 DBJ01-501-92 算挡土墙主动土压力***'  
117.         WRITE(2,'(/2X,A)') '***按 DBJ01-501-92 算挡土墙主动土压力***'  
118.         AL1=AL1*3.14159/180  
119.         A1=COS(PH-AL1)  
120.         A2=COS(AL1)  
121.         A3=COS(DE+AL1)  
122.         A4=COS(AL1-BE)  
123.         B1=SIN(PH+DE)  
124.         B2=SIN(PH-BE)  
125.         C1=1.0+SQRT((B1*B2)/(A3*A4))  
126.         D1=A2*A2*A3*C1*C1  
127.         KA=A1*A1/D1  
128.         EA=GA*H*H*KA/2.0  
129.         WRITE(*,'(/2x,A,F8.4)') '主动土压力系数: KA=',KA  
130.         WRITE(*,'(/2x,A,F8.4)') '主 动 土 压 力: Ea=',EA  
131.         WRITE(2,'(/2x,A,F8.4)') '主动土压力系数: KA=',KA  
132.         WRITE(2,'(/2x,A,F8.4/)') '主 动 土 压 力: Ea=',EA  
133.   
134. CC WRITE(2,'(/2X,A)') '***按简化公式计算挡土墙主动土压力***'  
135. CC AA=TAN(45.0*3.14159/180.0-PH1*3.14159/(2.0*180.0))  
136. CC EA=GA*H*H*AA**2/2.0  
137. CC WRITE(2,'(/2x,A,F8.4)') 'AA=',AA  
138. CC WRITE(2,'(/2x,A,F10.4)') '主 动 土 压 力: Ea=',EA  
139.   
140.         WRITE(*,'(/2X,A)') '**按朗肯理论计算挡土墙主动土压力***'  
141.         WRITE(2,'(/2X,A)') '**按朗肯理论计算挡土墙主动土压力***'  
142.         KA=(TAN(45*3.14159/180.0-PH/2.0))**2  
143.         EA1=GA*H**2*KA/2.0  
144.         EA2=2.0*C*H*SQRT(KA)  
145.         EA3=2.0*C**2/GA  
146.         EA=EA1-EA2+EA3  
147.         WRITE(*,'(/2x,A,F8.4)') '主动土压力系数: KA=',KA  
148.         WRITE(2,'(/2x,A,F8.4)') '主动土压力系数: KA=',KA  
149.         WRITE(*,'(/2x,A,F8.4/)') '主 动 土 压 力: Ea=',EA  
150.         WRITE(2,'(/2x,A,F8.4/)') '主 动 土 压 力: Ea=',EA  
151.   
152.         CLOSE(UNIT=2)  
153.         DUMMY=SYSTEM('C:\\WINDOWS\\NOTEPAD DTQ.OUT'C)  
154.         STOP  
155.         END  

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