（一財）日本建築総合試験所免震構造等建築物性能評価シート

GBRC Vol.39 No.2 2014.4
（一財）日本建築総合試験所
免震構造等建築物　性能評価シート
GBRC
25
MNNN
25
13 022C
10
25
7875
12
6
005
GL
G
L
3.70 m
T.P.
4.4 m
GL
1.4 m
GL
13,695.64 m2
8,838.50 m2
41,892.21 m2
B
45,072.79 m2
3,089.06 m2
10
2
N
N
0
1
1
17
1
2
1
5
2
9
0
12
9
16
5
60
60
16
22
6
22
41
50
60
60
GL
43.71 m
41
54
22
GL
44.51 m
54
63
60
GL
53.36 m
4.00 m
GL
54m
Vs
650m/s
150, 200, 350gal
5.00 m
2.50 m
D
5
59
GBRC Vol.39 No.2 2014.4
TOFT
1,000
01-16
[
03-12
GBRC
]
GL
10.4m
6.9
8.05 m
MVBR-0430
156.3 kN/m2
312.6kN/m2
155.6 kN/m2
233.4kN/m2
HH080X6R
HH090X6R
800 29
900 14
(mm)
( )
(N/mm )
12
15
(mm)
200
198
2
1
36.1
36.7
2
4.00
4.55
0.620
0.620
3,510
4,490
0.923
1.180
0.240
0.240
(N/mm2)
850 1,200 850
-450 450 25
H-588 300 12
550 1,350 300
H-900 300 16
Fc24,27,36
45
mm
(kN/mm)
850
1
(kN/mm)
20
1,800
28
1
(mm)
NS080G4
(
GBRC
06-14
GBRC
00-06
GBRC
03-13
1)
01-13
GBRC
02-05
GBRC
02-07
GBRC
02-19
5
03-07
2
GBRC
07-18
PCa
1)
BCJ
-RC0021-03
BCJ
-RC0112-03
BCJ
-RC0263-01
BCJ
-RC0192-03
BCJ
-RC0393-01
BCJ
-RC0282-02
BCJ
-RC0222-02
BCJ
-RC0121-02
BCJ
-RC0045-02
BCJ
-RC0274-02
36.1 <31.7>
36.7 <31.4>
4.94 <5.1>
5.00 <5.1>
0.392 <0.39>
0.392 <0.39>
(kN/mm)
2,990 <3,280>
3,420 <3,630>
(kN/mm)
0.912 <1.26>
1.04 <1.41>
(mm)
648 <624>
720 <707>
MVBR-0435
MVBR-0433
SC80-
SC80-
SC80-
SA80-500-
500-4 10
600-6 7
700-6 7
4 10
500 19
600 4
700 1
500 21
(N/mm )
20.0
20.0
20.0
20.0
(mm)
40
42
42
40
(N/mm2)
(kN/mm)
0.78
0.78
0.78
0.78
5,040
5,410
8,090
5,540
(kN/mm)
3.82
5.25
7.14
3.82
(mm)
500
600
700
500
0.011
0.011
0.011
0.094
600
600
600
600
(mm)
600mm
550 mm
BCJ
-RC0108
ALC
ALC
60
15
180 <176.8>
2
-RC0282-01
CB
900 10
15
(mm)
( )
BCJ
800 19
162 <156.0>
7
GBRC
BCJ-C1907-(
RC
2
NS090G4
<R40-900-6.8 26>
(mm)
(N/mm2)
4
<MVBR-0405>
(N/mm2)
2
01-11
GBRC
(mm)
)
1
-RC0152-05
BCJ-C1674(
693
<R40-800-6.8 26>
SM490A, SS400, BCR295,BCP325,
SN490C
40
SD295A SD345 SD390
BCJ
680
MVBR-0446
30 mm
1
100
GBRC Vol.39 No.2 2014.4
87
1454
12
V0
32 m/s
0.75
2
Y
Z
44
(1
EL CENTRO 1940 NS
TAFT 1952 EW
HACHINOHE 1968 NS
(mm/s)
818
3,353
94
513
862
3,760
134
751
1,010
3,498
134
617
2,555
2,485
1,745
5,110
4,970
3,489
250
250
250
500
500
500
Z= 0.9
2
(
A
1968 NS
B
1995 NS
C
44.42m
1
)
(mm/s2)
)
Tg= 0.30
1
2
3
X
1.22
0.41
0.26
Y
1.56
0.63
0.40
2
2
X
(mm)
0.084
0.099
0.189
0.204
Y
0.085
0.096
0.205
0.223
(mm)
(mm/s)
X
(
Y
2
100
100
1
0
0
0
0
2
100
100
100
100
0
0
(N/mm2)
0
(N/mm2)
0.25
(
2
100
)
K
2
100
0
120
(EL CENTRO 1940 NS)
351
(
B)
1
9
X
2
2
2
(
(
0.375(
(
(1
(mm)
11
(mm)
(
100mm
62
)
50
185
150
X
(
)
2.70
3.30
4.79
Y
(
)
2.80
3.38
4.84
2
1
300mm
(
10-3 rad)
2
X
)
)
2
2,124
C)
0.039
(TAFT 1952 EW)
B)
(
0.085
B)
0.362 (
(
(1
)
0.014(
(10
)
)
6.1 2
(EL CENTRO 1940 NS)
1
1/166
)
0.017(
(10
1/333
2
(
B)
B)
970
(EL CENTRO 1940 NS)
C)
0.083
B)
2.93
(
0.041
(EL CENTRO 1940 NS)
B)
28.4
(
B)
1,935
C)
736
0.024
(EL CENTRO 1940 NS)
0.057
(
B)
B)
2.08
110.0
(
840
(EL CENTRO 1940 NS)
2
270
1N/mm2
437mm
(
B)
27.5
(
2
1
724
(
121
(EL CENTRO 1940 NS)
359
(
B)
C)
0.024
(EL CENTRO 1940 NS)
0.058
(
B)
1
150
243mm
105.6
(
1
(mm/s2)
Y
)
3
B)
20.6
(
5
1.21
1/826
1.75
1/571
0.008
Y
)
7.0 5
(EL CENTRO 1940 NS)
23.0
(
2
(EL CENTRO 1940 NS)
4.18 1/239
3
(
B)
B)
B)
5
(EL CENTRO 1940 NS)
5.16 1/194
5
(
B)
0.015
0.3
2
h1=3
(
)
h1=0
X,Y,45
1
1
2
61

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