daftar pustaka - · pdf filechopra, anil k. and rakesh k. goel, 2001, a modal pushover...

xi

DAFTAR PUSTAKA

ATC, 1996, Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report,

Applied Technology Council, Redwood City.

Badan Standardisasi Nasional, 2002, Tata Cara Perhitungan Struktur Beton untuk

Bangunan Gedung, SNI 03-2847-2002, Departemen Pekerjaan Umum,

Jakarta.

Badan Standardisasi Nasional, 2002, Tata Cara Perencanaan Ketahanan Gempa

untuk Bangunan Gedung, SNI 03-1726-2002, Departemen Pekerjaan Umum,

Jakarta.

Budiono, Bambang, 2006, Catatan Kuliah Sistem Rekayasa Struktur.

Budiono, Bambang, 2007, Catatan Kuliah Dinamika Struktur dan Pengantar

Rekayasa Gempa.

Chopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to

Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

Pacific Earthquake Engineering Research Center College of Engineering,

University of California Berkeley.

Chopra, Anil K., Rakesh K. Goel, Chatpan Chintanapakdee, 2001, Statistics of SDF-

System Estimate of Roof Displacement for Pushover Analysis of Buildings,

Pacific Earthquake Engineering Research Center College of Engineering,

University of California Berkeley.

Chopra, Anil K., Rakesh K. Goel, Chatpan Chintanapakdee, 2001, A Modal Pushover

Analysis Procedure to Estimate Seismic Demands for Buildings: Summary and

Evaluation, Pacific Earthquake Engineering Research Center College of

Engineering, University of California Berkeley.

CSI, 2005, ETABS Integrated Building Design Software User’s Guide, Computer and

Structures, Inc., Berkeley.

Departemen Pekerjaan Umum, 1987, Pedoman Perencanaan Pembebanan untuk

Rumah dan Gedung, SKBI-1.3.53.1987, Yayasan Badan Penerbit PU, Jakarta.

Habibullah, Ashraf, S.E., and Stephen Pyle, S.E.,1998, Practical Three Dimensional

Nonlinear Static Pushover Analysis, Structure Magazine, Winter.

xii

Krawinkler, Helmut and G. D. P. K. Seneviratna, 1998, Pros and cons of a Pushover

Analysis of Seismic Performance Evaluation, Great Britain, USA.

Muljati, Ima, Benjamin L., Irma J.H., Hartanto W., 2005, Performance of Modal

Pushover Analysis on a First Mode Dominant Moment Resisting Frame,

Jurusan Teknik Sipil, FTSP, Universitas Kristen Petra, Surabaya.

Muljati, Ima, Benjamin L., Irma J.H., Hartanto W., 2005, Seismic Performance

Evaluation of Building with Pushover Analysis, Jurusan Teknik Sipil, FTSP,

Universitas Kristen Petra, Surabaya.

Reinhorn, Andrei M., 1997, Inelastic Analysis Techniques in Seismic Evaluations,

Balkema, Rotterdam.

Setio, Herlien D., 2007, Catatan Kuliah Dinamika Struktur dan Pengantar Rekayasa

Gempa, Penerbit ITB, Bandung.

xiii

LAMPIRAN

L-1

LAMPIRAN

A. PERENCANAAN KOLOM DENGAN MENGGUNAKAN PCACOL

B. MODEL STRUKTUR DENGAN MENGGUNAKAN ETABS

C. OUTPUT ETABS

D. MEKANISME SENDI PLASTIS

L-2

LAMPIRAN A

PERENCANAAN KOLOM

DENGAN MENGGUNAKAN PCACOL

L-3

Gambar A.1 Perencanaan Kolom Sudut

Gambar A.2 Perencanaan Kolom Tepi

L-4

Gambar A.3 Perencanaan Kolom Tengah

L-5

LAMPIRAN B

MODEL STRUKTUR

DENGAN MENGGUNAKAN ETABS

L-6

Gambar B.1 Struktur Open Frame

Gambar B.2 Struktur Dual System

L-7

LAMPIRAN C

OUTPUT ETABS

L-8

Gambar C.1 Static Pushover Curve Mode 1 Struktur Open Frame

Gambar C.2 Static Pushover Curve Mode 2 Struktur Open Frame

L-9

Gambar C.3 Static Pushover Curve Mode 3 Struktur Open Frame

Gambar C.4 Static Pushover Curve Mode 1 Struktur Dual System

L-10

Gambar C.5 Static Pushover Curve Mode 2 Struktur Dual System

Gambar C.6 Static Pushover Curve Mode 3 Struktur Dual System

L-11

LAMPIRAN D

MEKANISME SENDI PLASTIS

L-12

Gambar D.1 Konfigurasi Sendi Plastis Struktur Open Frame

Gambar D.2 Konfigurasi Sendi Plastis Struktur Dual System