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Ricardo Montañana Gómez
2020-11-20 11:23:40 +01:00
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108
data/tanveer/pittsburg-bridges-REL-L/bridges.data.version2 Executable file
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E1 M 3 CRAFTS HIGHWAY ? 2 N THROUGH WOOD SHORT S WOOD
E2 A 25 CRAFTS HIGHWAY MEDIUM 2 N THROUGH WOOD SHORT S WOOD
E3 A 39 CRAFTS AQUEDUCT ? 1 N THROUGH WOOD ? S WOOD
E5 A 29 CRAFTS HIGHWAY MEDIUM 2 N THROUGH WOOD SHORT S WOOD
E6 M 23 CRAFTS HIGHWAY ? 2 N THROUGH WOOD ? S WOOD
E7 A 27 CRAFTS HIGHWAY SHORT 2 N THROUGH WOOD MEDIUM S WOOD
E8 A 28 CRAFTS AQUEDUCT MEDIUM 1 N THROUGH IRON SHORT S SUSPEN
E9 M 3 CRAFTS HIGHWAY MEDIUM 2 N THROUGH IRON SHORT S SUSPEN
E10 A 39 CRAFTS AQUEDUCT ? 1 N DECK WOOD ? S WOOD
E11 A 29 CRAFTS HIGHWAY MEDIUM 2 N THROUGH WOOD MEDIUM S WOOD
E12 A 39 CRAFTS RR ? 2 N DECK WOOD ? S WOOD
E14 M 6 CRAFTS HIGHWAY MEDIUM 2 N THROUGH WOOD MEDIUM S WOOD
E13 A 33 CRAFTS HIGHWAY ? 2 N THROUGH WOOD ? S WOOD
E15 A 28 CRAFTS RR ? 2 N THROUGH WOOD ? S WOOD
E16 A 25 CRAFTS HIGHWAY MEDIUM 2 N THROUGH IRON MEDIUM S-F SUSPEN
E17 M 4 CRAFTS RR MEDIUM 2 N THROUGH IRON MEDIUM ? SIMPLE-T
E18 A 28 CRAFTS RR MEDIUM 2 N THROUGH IRON SHORT S SIMPLE-T
E19 A 29 CRAFTS HIGHWAY MEDIUM 2 N THROUGH WOOD MEDIUM S WOOD
E20 A 32 EMERGING HIGHWAY MEDIUM 2 N THROUGH WOOD MEDIUM S WOOD
E21 M 16 EMERGING RR ? 2 ? THROUGH IRON ? ? SIMPLE-T
E23 M 1 EMERGING HIGHWAY MEDIUM ? ? THROUGH STEEL LONG F SUSPEN
E22 A 24 EMERGING HIGHWAY MEDIUM 4 G THROUGH WOOD SHORT S WOOD
E24 O 45 EMERGING RR ? 2 G ? STEEL ? ? SIMPLE-T
E25 M 10 EMERGING RR ? 2 G ? STEEL ? ? SIMPLE-T
E27 A 39 EMERGING RR ? 2 G THROUGH STEEL ? F SIMPLE-T
E26 M 12 EMERGING RR MEDIUM 2 G THROUGH STEEL MEDIUM S SIMPLE-T
E30 A 31 EMERGING RR ? 2 G THROUGH STEEL MEDIUM F SIMPLE-T
E29 A 26 EMERGING HIGHWAY MEDIUM 2 G THROUGH STEEL MEDIUM ? SUSPEN
E28 M 3 EMERGING HIGHWAY MEDIUM 2 G THROUGH STEEL MEDIUM S ARCH
E32 A 30 EMERGING HIGHWAY ? 2 G THROUGH IRON MEDIUM F SIMPLE-T
E31 M 8 EMERGING RR MEDIUM 2 G THROUGH STEEL MEDIUM S SIMPLE-T
E34 O 41 EMERGING RR LONG 2 G THROUGH STEEL LONG F SIMPLE-T
E33 M 19 EMERGING HIGHWAY MEDIUM ? G THROUGH IRON MEDIUM F SIMPLE-T
E36 O 45 MATURE HIGHWAY ? 2 G THROUGH IRON SHORT F SIMPLE-T
E35 A 27 MATURE HIGHWAY MEDIUM 2 G THROUGH STEEL MEDIUM F SIMPLE-T
E38 M 17 MATURE HIGHWAY ? 2 G THROUGH IRON MEDIUM F SIMPLE-T
E37 M 18 MATURE RR MEDIUM 2 G THROUGH STEEL MEDIUM S SIMPLE-T
E39 A 25 MATURE HIGHWAY ? 2 G THROUGH STEEL MEDIUM F SIMPLE-T
E4 A 27 MATURE AQUEDUCT MEDIUM 1 N THROUGH WOOD SHORT S WOOD
E40 M 22 MATURE HIGHWAY ? 2 G THROUGH STEEL MEDIUM F SIMPLE-T
E41 M 11 MATURE HIGHWAY ? 2 G THROUGH IRON MEDIUM F SIMPLE-T
E42 M 9 MATURE HIGHWAY LONG 2 G THROUGH STEEL LONG F SIMPLE-T
E44 O 48 MATURE HIGHWAY ? 2 G THROUGH STEEL LONG F SUSPEN
E43 M 7 MATURE HIGHWAY MEDIUM 2 G THROUGH STEEL LONG F ARCH
E46 A 37 MATURE RR LONG 2 G DECK STEEL LONG F SIMPLE-T
E45 M 14 MATURE RR LONG ? G THROUGH STEEL ? F SIMPLE-T
E47 M 15 MATURE RR LONG 2 G THROUGH STEEL MEDIUM S SIMPLE-T
E58 A 33 MATURE HIGHWAY MEDIUM 2 G THROUGH STEEL MEDIUM F SIMPLE-T
E48 A 38 MATURE HIGHWAY LONG 2 G THROUGH STEEL MEDIUM F SIMPLE-T
E94 M 13 MATURE RR ? 2 G THROUGH STEEL LONG F SIMPLE-T
E49 A 34 MATURE HIGHWAY MEDIUM 2 G THROUGH STEEL MEDIUM F CANTILEV
E95 M 16 MATURE RR MEDIUM 2 G THROUGH STEEL MEDIUM S SIMPLE-T
E87 A 35 MATURE RR LONG 2 G THROUGH STEEL MEDIUM S SIMPLE-T
E51 M 6 MATURE RR MEDIUM 2 G THROUGH STEEL MEDIUM F SIMPLE-T
E50 M 21 MATURE RR MEDIUM ? G THROUGH STEEL LONG F SIMPLE-T
E89 M 4 MATURE RR MEDIUM 2 G THROUGH STEEL MEDIUM S-F SIMPLE-T
E53 A 28 MATURE RR SHORT 4 G THROUGH STEEL MEDIUM S-F SIMPLE-T
E52 M 2 MATURE RR MEDIUM ? G THROUGH STEEL LONG F CANTILEV
E54 Y ? MATURE HIGHWAY MEDIUM ? G ? STEEL MEDIUM F SIMPLE-T
E56 M 23 MATURE HIGHWAY ? ? G THROUGH STEEL MEDIUM F SIMPLE-T
E55 A 36 MATURE HIGHWAY MEDIUM 2 G THROUGH STEEL LONG F SIMPLE-T
E57 O 49 MATURE RR MEDIUM 2 G THROUGH STEEL LONG F CANTILEV
E59 O 43 MATURE HIGHWAY MEDIUM 2 G THROUGH STEEL LONG F CANTILEV
E107 A 39 MATURE RR ? ? G ? STEEL ? F NIL
E92 M 10 MATURE RR LONG ? G THROUGH STEEL MEDIUM F SIMPLE-T
E61 O 41 MATURE RR LONG 2 G THROUGH STEEL LONG F SIMPLE-T
E60 A 24 MATURE HIGHWAY MEDIUM 4 G THROUGH STEEL LONG F SIMPLE-T
E62 A 37 MATURE RR LONG 2 N DECK STEEL LONG F CONT-T
E63 A 31 MATURE RR LONG 2 G THROUGH STEEL MEDIUM F SIMPLE-T
E65 A 30 MATURE WALK ? ? G THROUGH STEEL ? F SUSPEN
E64 A 29 MATURE HIGHWAY SHORT 4 G THROUGH STEEL MEDIUM F ARCH
E66 A 32 MATURE HIGHWAY LONG 4 G THROUGH STEEL MEDIUM S ARCH
E70 A 27 MATURE HIGHWAY SHORT 4 G THROUGH STEEL MEDIUM S-F SUSPEN
E69 A 26 MATURE HIGHWAY SHORT 4 G THROUGH STEEL MEDIUM S-F SUSPEN
E101 O 46 MATURE HIGHWAY MEDIUM 2 G THROUGH STEEL LONG S-F CANTILEV
E73 A 38 MATURE HIGHWAY MEDIUM ? G THROUGH STEEL MEDIUM S ARCH
E72 M 5 MATURE HIGHWAY LONG 4 N DECK STEEL MEDIUM S-F CANTILEV
E67 M 1 MATURE HIGHWAY MEDIUM 4 G THROUGH STEEL LONG F CANTILEV
E75 A 30 MATURE HIGHWAY LONG 4 G DECK STEEL MEDIUM F ARCH
E74 M 20 MATURE HIGHWAY LONG 2 G DECK STEEL MEDIUM S-F CANTILEV
E71 A 25 MATURE HIGHWAY SHORT 4 G THROUGH STEEL MEDIUM S-F SUSPEN
E68 M 17 MATURE HIGHWAY LONG 2 G THROUGH STEEL MEDIUM S SIMPLE-T
E78 O 40 MATURE HIGHWAY MEDIUM 4 G THROUGH STEEL LONG F ARCH
E77 O 42 MATURE HIGHWAY MEDIUM 4 N THROUGH STEEL LONG F ARCH
E76 M 6 MATURE HIGHWAY MEDIUM 4 G THROUGH STEEL LONG F SUSPEN
E93 M 11 MATURE HIGHWAY MEDIUM 4 N DECK STEEL LONG S-F CONT-T
E79 A 34 MATURE HIGHWAY MEDIUM 4 G DECK STEEL MEDIUM F CANTILEV
E108 A 39.5 MODERN HIGHWAY MEDIUM 4 G DECK STEEL MEDIUM S-F CONT-T
E107N A 39.7 MODERN RR SHORT 2 G THROUGH STEEL MEDIUM S-F SIMPLE-T
E105 A 38.5 MODERN HIGHWAY MEDIUM 2 N DECK STEEL MEDIUM S-F CONT-T
E103 O 48 MODERN HIGHWAY LONG 2 G THROUGH STEEL LONG F CANTILEV
E97 Y 52 MODERN HIGHWAY ? ? G THROUGH STEEL MEDIUM S ARCH
E96 Y 51 MODERN RR ? ? G THROUGH STEEL MEDIUM F SIMPLE-T
E99 M 23 MODERN HIGHWAY MEDIUM 2 G THROUGH STEEL MEDIUM S-F SIMPLE-T
E98 M 22 MODERN HIGHWAY SHORT 4 G THROUGH STEEL MEDIUM F CONT-T
E81 M 14 MODERN HIGHWAY LONG 4 G DECK STEEL LONG F CONT-T
E80 M 19 MODERN HIGHWAY MEDIUM 4 G THROUGH STEEL LONG F CANTILEV
E88 A 37 MODERN HIGHWAY LONG 4 N DECK STEEL LONG F CONT-T
E82 O 42 MODERN HIGHWAY SHORT ? G THROUGH STEEL ? F SIMPLE-T
E102 O 47 MODERN HIGHWAY MEDIUM 2 G THROUGH STEEL LONG F CONT-T
E83 M 1 MODERN HIGHWAY MEDIUM 6 G THROUGH STEEL LONG F ARCH
E86 A 33 MODERN HIGHWAY SHORT 4 G DECK STEEL MEDIUM S-F CONT-T
E85 M 9 MODERN HIGHWAY LONG 4 G DECK STEEL LONG F CONT-T
E84 A 24 MODERN HIGHWAY SHORT 6 G THROUGH STEEL MEDIUM F ARCH
E91 O 44 MODERN HIGHWAY LONG 6 G THROUGH STEEL LONG F ARCH
E90 M 7 MODERN HIGHWAY SHORT 6 G THROUGH STEEL LONG F ARCH
E100 O 43 MODERN HIGHWAY ? ? G ? ? ? F ?
E109 A 28 MODERN HIGHWAY ? ? G ? ? ? F ?

136
data/tanveer/pittsburg-bridges-REL-L/bridges.names Executable file
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1. Title: Pittsburgh bridges
2. Sources:
-- Yoram Reich & Steven J. Fenves
Department of Civil Engineering
and
Engineering Design Research Center
Carnegie Mellon University
Pittsburgh, PA 15213
Compiled from various sources.
-- Donor: Yoram Reich (yoram.reich@cs.cmu.edu)
-- Date: 1 August 1990
3. Past Usage:
-- Reich & Fenves (1989). Incremental Learning for Capturing Design
Expertise. Technical Report: EDRC 12-34-89, Engineering Design
Research Center, Carnegie Mellon University, Pittsburgh, PA.
-- Qualitative results and runs with original ordering of examples.
using COBWEB.
-- Reich (1989). Converging to ``Ideal'' Design Knowledge by Learning,
Proceedings of the First International Workshop on Formal Methods in
Engineering Design, pp: 330-349, Colorado Springs, CO, January 1990.
-- Describes a new design method with Bridger (variant of COBWEB) using
this domain. (Also an EDRC report: 12-35-89)
-- Reich (1989) Combining Nominal and Continuous Properties in an
Incremental Learning System for Design. Technical Report: EDRC 12-33-89.
-- Comparison of performance of Bridger when running on both versions
(V1 and V2) of the database
-- Reich (1989) Incremental Concept Formation with Mixed Property Types
Unpublished Manuscript.
-- Results using 10 random 10-fold cross-validation test with Bridger
(relative error rate):
Version V1 of the database:
MATERIAL 18.4%, REL-L 38.7%, SPAN 42.7%, T-OR-D 14.7%, TYPE 47.6%.
Version V2 of the database:
MATERIAL 24.2%, REL-L 41.7%, SPAN 39.9%, T-OR-D 14.7%, TYPE 56.5%.
-- Quinlan (1989) Personal communication.
-- Results of a 10-fold cross-validation test with C4.5, and with
a separate decision tree for each design property obtained the
following error rates on version V1 of the database:
MATERIAL 15%, REL-L 32%, SPAN 32%, T-OR-D 15%, TYPE 44%.
4. Number of instances: 108
5. Relevant Information:
There are two versions to the database:
V1 contains the original examples and
V2 contains descriptions after discretizing numeric properties.
There are no ``classes'' in the domain. Rather this is a DESIGN domain where
5 properties (design description) need to be predicted based on 7
specification properties.
6. Number of Attributes: 13: 7 specifications, 5 design description, and 1
identifier (not used for the classification)
7. Attribute Information:
The type field state whether a property is continuous/integer (c)
or nominal (n).
For properties with c,n type, the range of continuous numbers is given
first and the possible values of the nominal follow the semi-colon.
name type possible values comments
------------------------------------------------------------------------
1. IDENTIF - - identifier of the examples
2. RIVER n A, M, O
3. LOCATION n 1 to 52
4. ERECTED c,n 1818-1986 ; CRAFTS, EMERGING, MATURE, MODERN
5. PURPOSE n WALK, AQUEDUCT, RR, HIGHWAY
6. LENGTH c,n 804-4558 ; SHORT, MEDIUM, LONG
7. LANES c,n 1, 2, 4, 6 ; 1, 2, 4, 6
8. CLEAR-G n N, G
9. T-OR-D n THROUGH, DECK
10. MATERIAL n WOOD, IRON, STEEL
11. SPAN n SHORT, MEDUIM, LONG
12. REL-L n S, S-F, F
13. TYPE n WOOD, SUSPEN, SIMPLE-T, ARCH, CANTILEV, CONT-T
8. More complicated attributes:
One can use a hierarchical structure for the Type property. There are two
options.
option 1 (use examples without modification)
--------
Type
/ / \ \
/ / \ \
wood suspen arch truss
/ | \
/ | \
cantilev cont-t simple
option 2 (requires changes in the Type property - specified bellow)
--------
Type
/ / | \
/ / | \
wood suspen arch truss
/ \ / | \ \
/ \ / | \ \
tied-a not-tied cantilev cont-t simple arch-t
Change the Type property of the following examples (in both V1 and V2):
E28 -> arch-t
E91,E90,E84,E83,E73 -> tied-a
E97,E78,E77,E75,E66,E64,E43 -> not-tied
9. Missing Attribute Values:
Attribute #: # instances with missing values:
2 1
6 27
7 16
8 2
9 6
10 2
11 16
12 5
13 3

2
data/tanveer/pittsburg-bridges-REL-L/conxuntos.dat Executable file
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51 25 71 2 30 18 75 21 36 15 7 0 22 9 16 91 1 81 93 88 101 80 14 79 73 76 67 92 100 41 60 34 20 70 33 49 96 54 77 68 65 83 53 95 90 94 97 86 84 66 99 29
27 5 13 46 11 3 38 8 28 10 12 4 52 19 23 17 6 85 87 74 72 55 89 56 58 39 69 44 31 59 62 32 45 57 26 35 37 42 50 82 24 48 98 78 61 47 40 63 64 43 102

8
data/tanveer/pittsburg-bridges-REL-L/conxuntos_kfold.dat Executable file
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71 19 17 6 12 4 16 5 7 11 52 13 1 18 75 91 46 15 36 21 28 38 0 22 23 51 30 88 79 56 93 73 72 85 80 76 89 14 55 50 62 58 53 32 64 82 31 70 44 68 86 43 90 69 67 41 49 84 26 59 54 65 97 100 33 61 77 34 95 42 20 99 98 57 66 45 37
8 81 27 9 10 3 25 2 101 87 74 83 29 48 94 39 92 96 47 24 63 35 60 78 40 102
17 81 22 38 11 51 12 16 19 7 6 30 0 3 4 1 52 28 5 18 2 91 75 15 36 10 9 79 80 76 14 88 72 85 87 93 55 56 89 68 24 53 50 63 83 45 82 57 43 96 20 35 84 42 92 102 77 39 98 86 41 90 94 47 78 62 64 61 70 59 100 29 48 31 95 69 44
21 8 71 27 25 46 13 23 73 74 101 66 40 33 37 99 97 26 65 60 67 58 49 54 32 34
18 10 91 13 2 16 0 25 21 36 11 1 19 17 15 46 8 22 28 30 81 9 6 75 12 71 27 79 74 14 55 56 72 87 80 85 73 101 89 47 69 43 48 77 50 44 70 98 54 57 67 33 62 61 94 49 40 24 20 35 97 83 64 26 34 60 29 65 86 42 59 92 31 41 78 102 58
52 23 5 38 7 4 51 3 93 76 88 90 39 66 45 100 68 95 82 32 63 99 53 84 96 37
5 1 22 38 81 8 30 0 11 15 23 18 2 16 19 10 52 51 71 36 3 12 25 91 21 75 4 72 93 85 74 55 56 14 73 79 76 89 87 34 60 70 90 77 65 44 99 50 63 35 24 69 39 61 57 43 92 33 102 67 83 49 96 98 54 47 62 82 45 94 64 20 40 26 32 42 41
9 28 6 27 13 7 46 17 101 88 80 78 68 86 58 95 53 100 31 66 48 37 84 97 29 59

64
data/tanveer/pittsburg-bridges-REL-L/le_datos.m Executable file
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printf('lendo problema %s ...\n', problema);
n_entradas= 7; n_clases= 3; n_fich= 1; fich{1}= 'bridges.data.version2'; n_patrons(1)= 108;
n_max= max(n_patrons);
x = zeros(n_fich, n_max, n_entradas); cl= zeros(n_fich, n_max);
n_patrons_total = sum(n_patrons); n_iter=0;
n_patrons_invalidos=0; % nº de patróns onde a clase é descoñecida (?)
for i_fich=1:n_fich
f=fopen(fich{i_fich}, 'r');
if -1==f
error('erro en fopen abrindo %s\n', fich{i_fich});
end
for i=1:n_patrons(i_fich)
fprintf(2,'%5.1f%%\r', 100*n_iter++/n_patrons_total);
fscanf(f,'%s',1); % descarta ID
for j = 1:n_entradas
t = fscanf(f,'%s',1);
if t=='?'
x(i_fich,i,j)=0; continue
end
if j==1
val={'A', 'M', 'O'};
elseif j==3
val={'CRAFTS', 'EMERGING', 'MATURE', 'MODERN'};
elseif j==4
val={'WALK', 'AQUEDUCT', 'RR', 'HIGHWAY'};
elseif j==5
val={'SHORT', 'MEDIUM', 'LONG'};
elseif j==7
val={'N', 'G'};
else
x(i_fich,i,j) = str2double(t); continue
end
n=length(val);
for k=1:n
if strcmp(t,val{k})
x(i_fich,i,j)=k; break
end
end
end
fscanf(f,'%s',3);
t=fscanf(f,'%s',1); % lectura de clase
if strcmp(t, 'S')
cl(i_fich,i)=0;
elseif strcmp(t, 'S-F')
cl(i_fich,i)=1;
elseif strcmp(t, 'F')
cl(i_fich,i)=2;
elseif strcmp(t, '?')
n_patrons_invalidos = n_patrons_invalidos + 1;
% printf('patrón %i inválido por ter clase descoñecida\n', i)
fscanf(f,'%s',1);
continue
elseif
error('clase %s descoñecida', t)
end
fscanf(f,'%s',1);
end
fclose(f);
end
n_patrons = n_patrons - n_patrons_invalidos;

113
data/tanveer/pittsburg-bridges-REL-L/pittsburg-bridges-REL-L.arff Executable file
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@relation pittsburg-bridges-REL-L
@attribute 'f1' real
@attribute 'f2' real
@attribute 'f3' real
@attribute 'f4' real
@attribute 'f5' real
@attribute 'f6' real
@attribute 'f7' real
@attribute 'clase' {0,1,2}
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6
data/tanveer/pittsburg-bridges-REL-L/pittsburg-bridges-REL-L.cost Executable file
View File

@@ -0,0 +1,6 @@
% Rows Columns
3 3
% Matrix elements
0.0 1.0 1.0
1.0 0.0 1.0
1.0 1.0 0.0

8
data/tanveer/pittsburg-bridges-REL-L/pittsburg-bridges-REL-L.txt Executable file
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@@ -0,0 +1,8 @@
n_entradas= 7
n_clases= 3
n_arquivos= 1
fich1= pittsburg-bridges-REL-L_R.dat
n_patrons1= 103
n_patrons_entrena= 52
n_patrons_valida= 51
n_conxuntos= 1

104
data/tanveer/pittsburg-bridges-REL-L/pittsburg-bridges-REL-L_R.dat Executable file
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@@ -0,0 +1,104 @@
f1 f2 f3 f4 f5 f6 f7 clase
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