daftar isi - repository.unissula.ac.idrepository.unissula.ac.id/12710/9/daftarisi.pdf · xi daftar...

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xi DAFTAR ISI JUDUL TESIS .......................................................................................................................... ii HALAMAN PERSETUJUAN TESIS..................................................................................... ii HALAMAN PENGESAHAN .................................................................................................iii PERNYATAAN KEASLIAN ................................................................................................. iv PERNYATAAN PUBLIKASI ................................................................................................. v MOTTO DAN PERSEMBAHAN .......................................................................................... vi ABSTRAK .............................................................................................................................. vii ABSTRACK ..........................................................................................................................viii KATA PENGANTAR ............................................................................................................ ix DAFTAR ISI ............................................................................................................................ xi DAFTAR TABEL .................................................................................................................. xvi DAFTAR GAMBAR ............................................................................................................. xiv DAFTAR NOTASI ................................................................................................................ xix DAFTAR LAMPIRAN ......................................................................................................... xxi BAB I PENDAHULUAN ........................................................................................................ 1 1.1 Latar Belakang ................................................................................................................ 1 1.2 Perumusan Masalah ........................................................................................................ 2 1.3 Tujuan ............................................................................................................................. 3 1.4 Pembatasan Masalah ....................................................................................................... 3 1.5 Manfaat Penelitian .......................................................................................................... 3 1.6 Sistematika Penulisan ..................................................................................................... 4 BAB II TINJAUAN PUSTAKA ............................................................................................ 5 2.1 Tinjauan Umum .............................................................................................................. 5 2.2 Struktur Bangunan Tahan Gempa .................................................................................. 7 2.2.1 Beban Gempa ........................................................................................................ 7 2.2.2 Faktor Keutamaan dan Kategori Risiko Struktur Bangunan ................................. 9 2.2.3 Daktailitas Struktur ............................................................................................. 11 2.2.4 Koefisisen Gempa Dasar (C)............................................................................... 14 2.2.5 Kelas Situs ........................................................................................................... 16 2.3 Dinamika Struktur ........................................................................................................ 17 2.3.1 Massa ................................................................................................................... 17

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Page 1: DAFTAR ISI - repository.unissula.ac.idrepository.unissula.ac.id/12710/9/Daftarisi.pdf · xi daftar isi judul tesis .....ii halaman persetujuan tesis.....ii halaman pengesahan .....iii

xi

DAFTAR ISI

JUDUL TESIS .......................................................................................................................... ii

HALAMAN PERSETUJUAN TESIS ..................................................................................... ii

HALAMAN PENGESAHAN ................................................................................................. iii

PERNYATAAN KEASLIAN ................................................................................................. iv

PERNYATAAN PUBLIKASI ................................................................................................. v

MOTTO DAN PERSEMBAHAN .......................................................................................... vi

ABSTRAK .............................................................................................................................. vii

ABSTRACK .......................................................................................................................... viii

KATA PENGANTAR ............................................................................................................ ix

DAFTAR ISI ............................................................................................................................ xi

DAFTAR TABEL .................................................................................................................. xvi

DAFTAR GAMBAR ............................................................................................................. xiv

DAFTAR NOTASI ................................................................................................................ xix

DAFTAR LAMPIRAN ......................................................................................................... xxi

BAB I PENDAHULUAN ........................................................................................................ 1

1.1 Latar Belakang ................................................................................................................ 1

1.2 Perumusan Masalah ........................................................................................................ 2

1.3 Tujuan ............................................................................................................................. 3

1.4 Pembatasan Masalah ....................................................................................................... 3

1.5 Manfaat Penelitian .......................................................................................................... 3

1.6 Sistematika Penulisan ..................................................................................................... 4

BAB II TINJAUAN PUSTAKA ............................................................................................ 5

2.1 Tinjauan Umum .............................................................................................................. 5

2.2 Struktur Bangunan Tahan Gempa .................................................................................. 7

2.2.1 Beban Gempa ........................................................................................................ 7

2.2.2 Faktor Keutamaan dan Kategori Risiko Struktur Bangunan ................................. 9

2.2.3 Daktailitas Struktur ............................................................................................. 11

2.2.4 Koefisisen Gempa Dasar (C) ............................................................................... 14

2.2.5 Kelas Situs ........................................................................................................... 16

2.3 Dinamika Struktur ........................................................................................................ 17

2.3.1 Massa ................................................................................................................... 17

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2.3.2 Kekakuan ............................................................................................................. 18

2.3.3 Redaman .............................................................................................................. 19

2.4 Analisis Struktur ........................................................................................................... 19

2.4.1 Analisis Dinamika (Dynamic Analysis) .............................................................. 19

2.4.2 Analisis Beban Statitik Eqivalen (Static Eqivalent Analysis) ............................. 20

2.5 Kinerja Struktur Bangunan Gedung ............................................................................. 20

2.5.1 Kinerja Batas Layan (Δs) .................................................................................... 20

2.5.2 Kinerja Batas Ultimit (Δm) ................................................................................. 20

2.6 Fluid Viscous Damper (FVD) ....................................................................................... 21

2.6.1 Viscous Damping ................................................................................................. 21

2.6.2 Sejarah Fluid Viscous Damper ............................................................................ 24

2.6.3 Fluid Viscous Damper Pada Struktur Bangunan ................................................. 24

2.6.4 Bagian-bagian Fluid Viscous Damper ................................................................ 26

2.6.5 Metode Dissipasi Energi Fluid Viscous Damper ................................................ 27

2.6.6 Kekakuan Fluid Viscous Damper ....................................................................... 28

2.7 Penelitian Sebelumnya .................................................................................................. 29

BAB III METODE ANALISIS ............................................................................................. 31

3.1 Lokasi Bangunan .......................................................................................................... 31

3.2 Metode Pengumpulan Data ........................................................................................... 31

3.3 Metode Analisis Hasil ................................................................................................... 32

3.4 Data Analisis ................................................................................................................. 32

3.5 Pembebanan Struktur .................................................................................................... 34

3.6 Pemodelan Struktur ...................................................................................................... 40

3.7 Pemodelan Damper (FVD) ........................................................................................... 41

3.8 Pemodelan Struktur dengan Damper (FVD) ................................................................ 43

3.8.1 Pemodelan FVD pola 1 ....................................................................................... 43

3.8.2 Pemodelan FVD pola 2 ....................................................................................... 45

3.8.3 Pemodelan FVD pola 3 ....................................................................................... 47

3.9 Diagram Alir ................................................................................................................. 49

BAB IV HASIL DAN PEMBAHASAN ............................................................................... 50

4.1 Perpindahan (Displacement) ......................................................................................... 50

4.1.1 Displacement Akibat Beban Gempa Arah X (Pola 1, Pola 2, dan Pola 3) .......... 50

4.1.2 Displacement Akibat Beban Gempa Arah Y (Pola 1, Pola 2, dan Pola 3) .......... 53

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4.2 Simpangan Antar Tingkat (Story Drift) ........................................................................ 56

4.2.1 Simpangan antar tingkat Pola 1 (arah X dan Y) ................................................. 56

4.2.2 Simpangan antar tingkat Pola 2 (arah X dan Y) ................................................. 57

4.2.3 Simpangan antar tingkat Pola 3 (arah X dan Y) ................................................. 58

4.2.4 Komparasi Simpangan antar tingkat Pola 1, Pola 2, dan Pola 3 ........................ 60

4.3 Kinerja Struktur Bangunan ........................................................................................... 63

4.3.1 Kinerja Batas Layan (Δs) .................................................................................... 63

4.3.2 Kinerja Batas Ultimit (Δm) ................................................................................. 68

4.4 Gaya Geser Bangunan (Story Shear) ............................................................................ 73

4.4.1 Gaya Geser Pola 1 ............................................................................................... 73

4.4.2 Gaya Geser Pola 2 ............................................................................................... 76

4.4.3 Gaya Geser Pola 3 ............................................................................................... 79

4.4.4 Perbandingan Gaya Geser Maksimum antara Pola 1, Pola 2, dan pola 3 ........... 82

4.5 Momen dan Gaya Geser/Lintang .................................................................................. 84

4.5.1 Momen Balok Pola 1, Pola 2, dan Pola 3 (fluid viscous damper) ....................... 84

4.5.2 Momen Kolom Pola 1, Pola 2, dan Pola 3 (fluid viscous damper) ..................... 86

4.5.3 Gaya Geser / Lintang Balok Pola 1, Pola 2, dan Pola 3 (fluid viscous damper) . 88

4.5.4 Gaya Geser / Lintang Kolom Pola 1, Pola 2, dan Pola 3 (fluid viscous damper) 89

BAB V KESIMPULAN DAN SARAN ................................................................................ 92

5.1 Kesimpulan ................................................................................................................... 92

5.2 Saran ............................................................................................................................. 93

DAFTAR PUSTAKA ............................................................................................................. 94

LAMPIRAN ............................................................................................................................ 96

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DAFTAR TABEL

Tabel 2.1 Kategori Risiko Bangunan Gedung dan Non Gedung untuk Beban Gempa ............. 9

Tabel 2.2 Faktor Keutamaan Gempa ........................................................................................ 11

Tabel 2.3 Klasifikasi Situs ........................................................................................................ 16

Tabel 2.4 Penelitian Sebelumnya ............................................................................................. 29

Tabel 3.1 Dimensi balok ........................................................................................................... 33

Tabel 3.2 Dimensi Kolom ........................................................................................................ 33

Tabel 3.3 Tebal Pelat ................................................................................................................ 33

Tabel 3.4 Kategori Desain Seismik Berdasarkan Parameter Respons Percepatan

pada Periode Pendek ................................................................................................ 37

Tabel 3.5 Kategori Desain Seismik Berdasarkan Parameter Respons Percepatan

pada Periode 1 Detik................................................................................................ 37

Tabel 3.6 Koefisien Pembatas Periode Getar Struktur ............................................................. 38

Tabel 3.7 Kapasitas Fluid Viscous Damper (Force kN) ........................................................... 41

Tabel 4.1 Perbandingan displacement pola 1, 2, dan 3 akibat gempa arah X .......................... 52

Tabel 4.2 Perbandingan displacement pola 1, 2, dan 3 akibat gempa arah Y .......................... 54

Tabel 4.3 Simpangan antar tingkat pola 1 akibat gempa arah X .............................................. 56

Tabel 4.4 Simpangan antar tingkat pola 1 akibat gempa arah Y .............................................. 57

Tabel 4.5 Simpangan antar tingkat pola 2 akibat gempa arah X .............................................. 57

Tabel 4.6 Simpangan antar tingkat pola 2 akibat gempa arah Y .............................................. 58

Tabel 4.7 Simpangan antar tingkat pola 3 akibat gempa arah X .............................................. 59

Tabel 4.8 Simpangan antar tingkat pola 3 akibat gempa arah Y .............................................. 59

Tabel 4.9 Komparasi Simpangan antar tingkat pola 1, pola 2 dan pola 3

akibat gempa arah X ................................................................................................. 60

Tabel 4.10 Komparasi Simpangan antar tingkat pola 1, pola 2 dan pola 3

akibat gempa arah Y ............................................................................................... 62

Tabel 4.11 Kinerja batas layan pola 1 akibat gempa arah X .................................................... 64

Tabel 4.12 Kinerja batas layan pola 1 akibat gempa arah Y .................................................... 64

Tabel 4.13 Kinerja batas layan pola 2 akibat gempa arah X .................................................... 65

Tabel 4.14 Kinerja batas layan pola 2 akibat gempa arah Y .................................................... 66

Tabel 4.15 Kinerja batas layan pola 3 akibat gempa arah X .................................................... 67

Tabel 4.16 Kinerja batas layan pola 3 akibat gempa arah Y .................................................... 67

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Tabel 4.17 Kinerja batas ultimit pola 1 akibat gempa arah X .................................................. 69

Tabel 4.18 Kinerja batas ultimit pola 1 akibat gempa arah Y .................................................. 69

Tabel 4.19 Kinerja batas ultimit pola 2 akibat gempa arah X .................................................. 70

Tabel 4.20 Kinerja batas ultimit pola 2 akibat gempa arah Y .................................................. 71

Tabel 4.21 Kinerja batas ultimit pola 3 akibat gempa arah X .................................................. 72

Tabel 4.22 Kinerja batas ultimit pola 3 akibat gempa arah Y .................................................. 72

Tabel 4.23 Hasil gaya geser pola 1 akibat gempa arah X......................................................... 74

Tabel 4.24 Hasil gaya geser pola 1 akibat gempa arah Y......................................................... 75

Tabel 4.25 Hasil gaya geser pola 2 akibat gempa arah X......................................................... 76

Tabel 4.26 Hasil gaya geser pola 2 akibat gempa arah Y......................................................... 78

Tabel 4.27 Hasil gaya geser pola 3 akibat gempa arah X......................................................... 79

Tabel 4.28 Hasil gaya geser pola 3 akibat gempa arah Y......................................................... 81

Tabel 4.29 Perbandingan gaya momen balok pola 1, pola 2, dan pola 3 ................................. 84

Tabel 4.30 Perbandingan gaya momen kolom antara pola 1, pola 2, dan pola 3 ..................... 86

Tabel 4.31 Perbandingan gaya geser/lintang balok pola 1, pola 2, dan pola 3 ........................ 88

Tabel 4.32 Perbandingan gaya geser / lintang kolom pola 1, pola 2, dan pola 3 ..................... 90

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DAFTAR GAMBAR

Gambar 1.1 Lempeng Tektonik (Katili, 1973) ........................................................................... 1

Gambar 2.1 Gempa Jepang (ludhanwijaya.blogspot.co.id, 2012) .............................................. 5

Gambar 2.2 Beban Gempa pada Struktur Bangunan (Indarto, dkk, 2013) ................................ 8

Gambar 2.3 Deformasi Elastis pada Struktur (Indarto, dkk, 2013) .......................................... 12

Gambar 2.4 Deformasi Plastis (Inelastis) pada Struktur (Indarto, dkk, 2013) ......................... 12

Gambar 2.5 Permodelan Arah Beban Gempa pada Struktur (Indarto, dkk, 2013)................... 13

Gambar 2.6 Peta Gempa Indonesia (Slitbang.pu.go.id, 2017) ................................................. 14

Gambar 2.7 Ss, Gempa Maksimum yang Dipertimbangkan Risiko – Tertarget MCER ........... 15

Gambar 2.8 S1, Gempa Maksimum yang Dipertimbangkam Risiko-Tertarget MCER ............ 15

Gambar 2.9 Viscous Damping (Chopra, 1995)......................................................................... 21

Gambar 2.10 Histeristic loop linier viscous damping (sciencedirect.com, 2007) .................... 23

Gambar 2.11 Fluid viscous damper untuk keperluan militer ................................................... 24

Gambar 2.12 Fluid viscous damper pada bangunan (magebausa.com, 2017) ......................... 25

Gambar 2.13 Cara kerja FVD (sanggapramana.wordpress.com, 2010) ................................... 25

Gambar 2.14 Posisis diagonal FVD pada struktur bangunan ................................................... 26

Gambar 2.15 Bagian-bagian fluid viscous damper (Taylor, 1995) .......................................... 27

Gambar 2.16 Grafik hubungan gaya damping dengan kecepatan ............................................ 28

Gambar 3.1 Lokasi Bangunan (Google Earth, 2018) ............................................................... 31

Gambar 3.2 Desain Respons Spektrum (SNI 1726:2012) ........................................................ 36

Gambar 3.3 Grafik Respons Spektrum (http://puskim.pu.go.id/Aplikasi) ............................... 39

Gambar 3.4 Grafik Respons Spektrum (SAP 2000 v.14) ........................................................ 39

Gambar 3.5 Denah lantai (SAP2000 v.14) .............................................................................. 40

Gambar 3.6 Tampak Depan (SAP2000 v.14) .......................................................................... 40

Gambar 3.7 Fluid Viscous Damper _konfigurasi pelat dasar (Taylor Devices) ...................... 41

Gambar 3.8 Data masukan FVD-500 (SAP2000 v.14) ............................................................ 42

Gambar 3.9 Tampak X-Z bangunan dengan FVD_pola 1 (SAP2000 v.14)............................. 43

Gambar 3.10 Tampak Y-Z bangunan dengan FVD_pola 1 (SAP2000 v.14) .......................... 43

Gambar 3.11 Tampak atas bangunan dengan FVD_pola 1 (SAP2000 v.14) ........................... 44

Gambar 3.12 Tampak 3 dimensi bangunan dengan FVD_pola 1 (SAP2000 v.14).................. 44

Gambar 3.13 Tampak X-Z bangunan dengan FVD_pola 2 (SAP2000 v.14)........................... 45

Gambar 3.14 Tampak Y-Z bangunan dengan FVD_pola 2 (SAP2000 v.14)........................... 45

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Gambar 3.15 Tampak atas bangunan dengan FVD_pola 2 (SAP2000 v.14) ........................... 46

Gambar 3.16 Tampak 3 dimensi bangunan dengan FVD_pola 2 (SAP2000 v.14).................. 46

Gambar 3.17 Tampak X-Z bangunan dengan FVD_pola 3 (SAP2000 v.14)........................... 47

Gambar 3.18 Tampak Y-Z bangunan dengan FVD_pola 3 (SAP2000 v.14)........................... 47

Gambar 3.19 Tampak atas bangunan dengan FVD_pola 3 (SAP2000 v.14) ........................... 48

Gambar 3.20 Tampak 3 dimensi bangunan dengan FVD_pola 3 (SAP2000 v.14).................. 48

Gambar 3.21 Diagram Alir ....................................................................................................... 49

Gambar 4.1 Struktur dengan FVD pola 1 arah X ..................................................................... 50

Gambar 4.2 Struktur dengan FVD pola 2 arah X ..................................................................... 51

Gambar 4.3 Struktur dengan FVD pola 3 arah X ..................................................................... 51

Gambar 4.4 Grafik perbandingan displacement pola 1, 2 dan 3 akibat gempa arah X ............ 52

Gambar 4.5 Struktur dengan FVD pola 1 arah Y ..................................................................... 53

Gambar 4.6 Struktur dengan FVD pola 2 dan pola 3 arah Y ................................................... 54

Gambar 4.7 Grafik perbandingan displacement pola 1, 2, dan 3 akibat gempa arah Y ........... 55

Gambar 4.8 Komparasi simpangan antar tingkat pola 1, 2 dan 3 akibat gempa arah X .......... 61

Gambar 4.9 Komparasi simpangan antar tingkat pola 1, 2, dan 3 akibat gempa arah Y ........ 62

Gambar 4.10 Kinerja batas layan struktur dengan FVD pola 1................................................ 65

Gambar 4.11 Kinerja batas layan struktur dengan FVD pola 2................................................ 66

Gambar 4.12 Kinerja batas layan struktur dengan FVD pola 3................................................ 68

Gambar 4.13 Kinerja batas ultimit struktur dengan FVD pola 1.............................................. 70

Gambar 4.14 Kinerja batas ultimit struktur dengan FVD pola 2.............................................. 71

Gambar 4.15 Kinerja batas ultimit struktur dengan FVD pola 3.............................................. 73

Gambar 4.16 Grafik gaya geser pola 1 akibat beban gempa arah X ........................................ 74

Gambar 4.17 Grafik gaya geser pola 1 akibat gempa arah Y ................................................... 75

Gambar 4.18 Grafik gaya geser pola 2 akibat gempa arah X ................................................... 77

Gambar 4.19 Grafik gaya geser pola 2 akibat gempa arah Y ................................................... 78

Gambar 4.20 Grafik gaya geser pola 3 akibat beban gempa arah X ........................................ 80

Gambar 4.21 Grafik gaya geser pola 3 akibat beban gempa arah Y ........................................ 81

Gambar 4.22 Grafik perbandingan gaya geser antara pola 1, 2, dan 3 gempa arah X ............. 82

Gambar 4.23 Grafik perbandingan gaya geser antara pola 1, 2, dan 3 gempa arah Y ............. 83

Gambar 4.24 Grafik perbandingan momen positif (maksimum) balok antara pola 1, 2, & 3 .. 85

Gambar 4.25 Grafik perbandingan momen negatif (maksimum) balok antara pola 1, 2, & 3 . 85

Gambar 4.26 Grafik perbandingan momen positif (maksimum) kolom antara pola 1, 2, & 3 86

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Gambar 4.27 Grafik perbandingan momen negatif (maksimum) kolom antara pola 1, 2,& 3. 87

Gambar 4.28 Grafik perbandingan gaya geser positif (maksimum) balok pola 1, 2, dan 3 ..... 88

Gambar 4.29 Grafik perbandingan gaya geser negatif (maksimum) balok pola 1, 2, dan 3 .... 89

Gambar 4.30 Grafik perbandingan gaya geser positif (maksimum) kolom pola 1, 2, dan 3 ... 90

Gambar 4.31 Grafik perbandingan gaya geser negatif (maksimum) kolom pola 1, 2, dan 3 ... 91

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DAFTAR NOTASI

Fc = Mutu Beton (Mpa)

Ø = Faktor Reduksi Kekuatan

V = Beban Dasar Gempa Nominal

Wt = Berat Total Struktur Bangunan

C = Koefisien Respons Gempa

I = Faktor Keutamaan Struktur Bangunan

R = Faktor Reduksi Gempa

Vx = Beban Gempa Arah X

Vy = Beban Gempa Arah Y

Ss = Parameter Respon Spektral Percepatan Gempa MCER Terpetakan Untuk

Periode Pendek

S1 = Parameter Respon Spektral Percepatan Gempa MCER Terpetakan Untuk

Periode 1,0 Detik

T = Periode Getar Struktur (Detik)

Ta = Periode Pendekatan (Detik)

Ct = koefisien rangka beton pemikiul momen

Cv = koefisien respon gempa vertikal

hn = Ketinggian Struktur

e(delta e)= Deformasi elastis

p = Deformasi plastis

DL = Beban Mati

LL = Beban Hidup

E = Beban Akibat Gempa

m = massa bangunan

c = konstanta damping struktur

cd = konstanta damping dari fluid viscous damper

kd = kekakuan damper

ü = percepatan massa

ú = kecepatan massa

u = simpangan massa

f = gaya damping

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c = Koefisien damping

K = Kekakuan fluid viscous damper (kg/m)

A = Luas fluid viscous damper (m2)

E = Modulus Elastisitas (kg/m2)

L = Panjang fluid viscous damper (m)

D1 = Displacement pertama

Dt = Displacement total

Ux = Perpindahan arah X

Uy = Perpindahan arah Y

Δs = Simpangan antar tingkat

Δs ijin = Kinerja batas laya yang diijinkan

Δm = Kinerja batas ultimit

δm = Simpangan maksimum

Ve = Gaya geser rencana

Vc = Gaya Geser Yang Dipikul Beton ( N )

Mx = Momen arah x (kN.m)

My = Momen arah y (kN.m)

MU = Momen Yang Bekerja Pada Kolom (Nmm)

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DAFTAR LAMPIRAN

Lampiran 1. Data Fluid Viscous Damper dari Taylor Devices Inc.

Lampiran 2. Output Displacement Program SAP 2000 v.14

Lampiran 3. Output Gaya geser (Story Shear) Program SAP 2000 v.14

Lampiran 4. Output Momen dan Gaya Geser/Lintang SAP 2000 v.14