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DAFTAR TABEL

Hal,

Tabel 2.1 Kategori Risiko Bangunan .............................................................. 16

Tabel 2.2 Faktor Keutamaan Gempa (Ie) ........................................................ 17

Tabel 2.3 Klasifikasi Situs .............................................................................. 20

Tabel 2.4 Koefisien Situs Fa........................................................................... 22

Tabel 2.5 Koefisien Situs Fv .......................................................................... 22

Tabel 2.6 Kategori Desain Seismik Parameter Respon Percepatan Perioda

Pendek ........................................................................................... 25

Tabel 2.7 Kategori Desain Seismik Parameter Respon Percepatan 1 detik ...... 25

Tabel 2.8 Faktor R, Cd, dan Ω untuk Sistem Penahan Gaya Seismik

(SRPMK) ...................................................................................... 27

Tabel 2. 9 Faktor R, Cd, dan Ω untuk Sistem Penahan Gaya Seismik

(GANDA) ...................................................................................... 28

Tabel 2.10 Ketidakberaturan Horisontal Pada Struktur ..................................... 31

Tabel 2.11 Ketidakberaturan Vertikal Pada Struktur......................................... 32

Tabel 2.12 Ketentuan Prosedur Analisis Gaya Gempa ...................................... 33

Tabel 2.13 Koefisien Batas Atas Perioda .......................................................... 36

Tabel 2.14 Nilai Parameter Perioda Pendekatan Ct dan x ................................. 36

Tabel 2.15 Simpangan Izin Antar Lantai (∆a) .................................................. 38

Tabel 4.1 Dimensi Komponen Struktur Lt. Dasar-Lt. 10................................103

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Tabel 4.2 Dimensi Komponen Struktur Lt. 10 – Lt. 20 ..................................104

Tabel 4.3 Dimensi Komponen Struktur Lt. 20 – Lt. 30 ..................................105

Tabel 4.4 Dimensi Komponen Struktur Lt. 30 – Lt. 34 ..................................106

Tabel 5.1 Beban Mati Elemen Struktur Lt. 35 (Atap) ....................................108

Tabel 5.2 Beban Mati Elemen Struktur Lt. 31 - Lt. 34 ...................................108

Tabel 5.3 Beban Mati Elemen Struktur Lt. 21 – Lt. 30 ..................................108

Tabel 5.4 Beban Mati Elemen Struktur Lt. 11 – Lt. 20 ..................................109

Tabel 5.5 Beban Mati Elemen Struktur Lt. 3 – Lt. 10 ....................................109

Tabel 5.6 Beban Mati Elemen Struktur Lt. 2 .................................................109

Tabel 5.7 Beban Mati Tambahan Pada Lt. 35 (Atap) .....................................112

Tabel 5.8 Beban Mati Tambahan Pada Lt. 2 – Lt. 34 .....................................112

Tabel 5.9 Beban Mati Tambahan (Dinding) pada Balok ................................113

Tabel 5.10 Beban Hidup Rencana (LL) ...........................................................113

Tabel 5.11 Beban Hidup Tereduksi .................................................................113

Tabel 5.12 Beban Total Bangunan (Wt) ..........................................................114

Tabel 5.13 Beban Total Bangunan (Wt) (Lanjutan) .........................................115

Tabel 5. 14 Nilai Kurva Spektrum Gempa .......................................................124

Tabel 5.15 Modal Direction Factors ................................................................126

Tabel 5.16 Partisipasi Massa Bangunan ..........................................................127

Tabel 5.17 Nilai Base Shear Statik dan Dinamik .............................................128

Tabel 5.18 Presentasi Distribusi Beban Gempa Dinamik .................................130

Tabel 5.19 Kontrol P-Delta Akibat Gempa RSPX ...........................................131

Tabel 5.20 Kontrol P-Delta Akibat Gempa RSPY ...........................................132

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Tabel 5.21 Kontrol Batas Deformasi Akibat Gempa RSPX .............................135

Tabel 5.22 Kontrol Batas Deformasi Akibat Gempa RSPY .............................136

Tabel 5.23 Kombinasi Pembebanan ................................................................138

Tabel 5.24 Penulangan Pelat ...........................................................................161

Tabel 5.25 Penulangan Balok Anak ................................................................195