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4.6. Hasil Kontrol Struktur Gedung
4.6.1 Kontrol Partisipasi Massa
Menurut SNI 03-1726-2002 pasal 7.2.1, perhitungan respon dinamik struktur harus sedemikian rupa sehingga partisipasi massa dalam menghasilkan respon total harus
sekurang-kurangnya 90.
Tabel 4.15 Hasil dari Modal Partisipasi Massa Rasio
Mode El Centro 1940
Tohoku Jepang 2011 Kobe Jepang 1995
Jepang 1994 Period
SumUX SumUY
Period SumUX
SumUY Period
SumUX SumUY
Period SumUX
SumUY
1 1.0456
73.3822 0.0160
0.8137 72.5393
0.0129 0.8137
72.5393 0.0129
0.8137 72.5393
0.0129 2
1.0259 73.3977
72.7857 0.7985
72.5517 71.8082
0.7985 72.5517
71.8082 0.7985
72.5517 71.8082
3 0.6326
73.3978 74.3193
0.4917 72.5520
73.1818 0.4917
72.5520 73.1818
0.4917 72.5520
73.1818 4
0.2087 73.5054
90.7366 0.1635
91.6762 73.2366
0.1635 91.6762
73.2366 0.1635
91.6762 73.2366
5 0.2084
92.2752 90.8326
0.1630 91.7398
90.2021 0.1630
91.7398 90.2021
0.1630 91.7398
90.2021
6 0.1540
92.2752 91.6846
0.1237 91.7399
91.0334 0.1237
91.7399 91.0334
0.1237 91.7399
91.0334 7
0.0955 92.2756
95.4260 0.0741
91.7410 94.9936
0.0741 91.7410
94.9936 0.0741
91.7410 94.9936
8 0.0928
96.5924 95.4264
0.0726 96.3137
94.9945 0.0726
96.3137 94.9945
0.0726 96.3137
94.9945 9
0.0710 96.5924
95.8940 0.0568
96.3137 95.6065
0.0568 96.3137
95.6065 0.0568
96.3137 95.6065
10 0.0612
96.5925 97.5202
0.0474 96.3137
97.2626 0.0474
96.3137 97.2626
0.0474 96.3137
97.2626 11
0.0588 98.2799
97.5203 0.0460
98.1499 97.2626
0.0460 98.1499
97.2626 0.0460
98.1499 97.2626
12 0.0443
98.2800 97.8130
0.0344 98.1500
98.1090 0.0344
98.1500 98.1090
0.0344 98.1500
98.1090 13
0.0426 98.9706
97.8546 0.0333
98.9740 98.1119
0.0333 98.9740
98.1119 0.0333
98.9740 98.1119
14 0.0425
99.0090 98.6438
0.0331 98.9776
98.5349 0.0331
98.9776 98.5349
0.0331 98.9776
98.5349 15
0.0336 99.4105
98.6443 0.0278
99.0873 98.5359
0.0278 99.0873
98.5359 0.0278
99.0873 98.5359
16 0.0321
99.4112 99.2256
0.0255 99.3863
98.5775 0.0255
99.3863 98.5775
0.0255 99.3863
98.5775 17
0.0272 99.6071
99.2290 0.0252
99.4052 99.1889
0.0252 99.4052
99.1889 0.0252
99.4052 99.1889
18 0.0235
99.6443 99.6001
0.0203 99.7091
99.1895 0.0203
99.7091 99.1895
0.0203 99.7091
99.1895 19
0.0225 99.7866
99.6922 0.0183
99.7095 99.7221
0.0183 99.7095
99.7221 0.0183
99.7095 99.7221
20 0.0176
99.9718 99.6996
0.0151 99.9583
99.7223 0.0151
99.9583 99.7223
0.0151 99.9583
99.7223 21
0.0159 99.9737
99.9805 0.0123
99.9583 99.9802
0.0123 99.9583
99.9802 0.0123
99.9583 99.9802
22 0.0081
99.9928 99.9808
0.0076 99.9919
99.9802 0.0076
99.9919 99.9802
0.0076 99.9919
99.9802
Partisipasi massa dalam menghasilkan respons total telah melebihi 90 sesuai SNI
03 1726 2002 pasal 7.2.1 terpenuhi pada mode 5.
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4.6.2 Kontrol Gaya Geser.
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