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Ricardo Montañana Gómez
2020-11-20 11:23:40 +01:00
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108
data/tanveer/pittsburg-bridges-SPAN/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-SPAN/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-SPAN/conxuntos.dat Executable file
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69 4 38 0 7 63 12 19 45 6 16 70 80 64 28 58 76 71 25 35 29 48 72 27 89 36 5 78 17 75 30 32 52 87 46 66 61 60 90 20 49 67 54 77 43 41
13 23 21 1 8 33 10 24 22 2 3 88 14 37 39 91 47 15 59 18 26 50 11 73 56 79 40 81 55 9 86 68 51 34 53 31 65 62 57 44 84 42 82 74 83 85

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

66
data/tanveer/pittsburg-bridges-SPAN/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',2);
t=fscanf(f,'%s',1); % lectura de clase
if strcmp(t, 'SHORT')
cl(i_fich,i)=0;
elseif strcmp(t, 'MEDIUM')
cl(i_fich,i)=1;
elseif strcmp(t, 'LONG')
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',2);
continue
elseif
error('clase %s descoñecida', t)
end
% printf('cl= %s\n', t)
fscanf(f,'%s',2);
% if i==2 exit end
end
fclose(f);
end
n_patrons = n_patrons - n_patrons_invalidos;

102
data/tanveer/pittsburg-bridges-SPAN/pittsburg-bridges-SPAN.arff Executable file
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@relation pittsburg-bridges-SPAN
@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}
@data
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6
data/tanveer/pittsburg-bridges-SPAN/pittsburg-bridges-SPAN.cost Executable file
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@@ -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-SPAN/pittsburg-bridges-SPAN.txt Executable file
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@@ -0,0 +1,8 @@
n_entradas= 7
n_clases= 3
n_arquivos= 1
fich1= pittsburg-bridges-SPAN_R.dat
n_patrons1= 92
n_patrons_entrena= 46
n_patrons_valida= 46
n_conxuntos= 1

93
data/tanveer/pittsburg-bridges-SPAN/pittsburg-bridges-SPAN_R.dat Executable file
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@@ -0,0 +1,93 @@
f1 f2 f3 f4 f5 f6 f7 clase
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