1000 |
DA1 |
67/212=31.6% |
1001 |
DA2 |
58/227=25.6% |
1002 |
DA HW2 |
10/500=2% |
1003 |
DA HW3 |
103/256=40.2% |
1004 |
DA HW4 |
93/233=39.9% |
1005 |
DA HW5 |
95/255=37.3% |
1006 |
S93-CA1-1 |
40/130=30.8% |
1007 |
S93-CA1-2 |
48/202=23.8% |
1008 |
S93-CA2-1 |
45/88=51.1% |
1009 |
S93-CA2-2 |
47/99=47.5% |
1010 |
S93-CA3-1 |
46/197=23.4% |
1011 |
DA-F93-CA1-1 |
74/344=21.5% |
1013 |
DA-F93-CA1-2 |
57/103=55.3% |
1015 |
DA-F93-CA2-1 |
25/99=25.3% |
1016 |
DA-F93-CA3-1 |
28/92=30.4% |
1017 |
DA-F93-CA4-1 |
35/198=17.7% |
1020 |
test2 |
0/1=0% |
1023 |
DA-F93-CA4-2 |
25/104=24% |
1024 |
DA-F93-CA5-1 |
27/86=31.4% |
1025 |
DA-F93-CA5-2 |
7/24=29.2% |
1032 |
UT-alg-S94-CA1 پهنای باند بیشینه |
69/214=32.2% |
1035 |
UT-alg-S94-CA2 همترازی زیررشتهاي |
75/201=37.3% |
1036 |
UT-alg-S94-CA3 چشمانداز شهر |
67/450=14.9% |
1037 |
UT-alg-S94-CA4 افزایش ظرفیت خیابانها |
94/460=20.4% |
1038 |
کنار هم چیدن قطعهها |
121/319=37.9% |
1039 |
کنار هم چیدن قطعهها - نسخهی بزرگ |
5/197=2.5% |
1040 |
تبدیل Burrows-Wheeler |
5/116=4.3% |
1042 |
DA-F94-CA1 |
3/4=75% |
1043 |
DA-F94-CA1 |
57/444=12.8% |
1044 |
DA-F94-CA2-1 |
34/181=18.8% |
1045 |
DA-F94-CA2-2 |
29/110=26.4% |
1046 |
DA-F94-CA3 |
27/129=20.9% |
1047 |
DA-F94-CA4-1 |
49/278=17.6% |
1048 |
DA-F94-CA4-2 |
20/110=18.2% |
1049 |
DA-F94-CA5 |
50/89=56.2% |
1050 |
DA-S95-CA1 |
2/3=66.7% |
1051 |
DA-S95-CA2 |
84/312=26.9% |
1054 |
DA-S95-CA3-7 |
74/398=18.6% |
1056 |
DA-S95-CA3-8 |
6/153=3.9% |
1057 |
DA-S95-CA4 |
3/5=60% |
1058 |
DAS95-CA4 |
1/7=14.3% |
1059 |
DAA-S95 |
56/566=9.9% |
1060 |
DA-S95-CA5 |
1/94=1.1% |
1061 |
DAA-S95-CA5 |
47/165=28.5% |
8500 |
DA-S96-CA1-Q1 |
1/2=50% |
8501 |
DA-S96-CA1-Q1 |
3/3=100% |
8505 |
DA-S96-CA1-Q1 |
99/719=13.8% |
8506 |
DA-S96-CA1-Q2 |
50/549=9.1% |
8507 |
DA-S96-CA1-Q3 |
24/152=15.8% |