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

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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.

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Page 1: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

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.

Page 2: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

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.

Page 3: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

xiii

LAMPIRAN

Page 4: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-1

LAMPIRAN

A. PERENCANAAN KOLOM DENGAN MENGGUNAKAN PCACOL

B. MODEL STRUKTUR DENGAN MENGGUNAKAN ETABS

C. OUTPUT ETABS

D. MEKANISME SENDI PLASTIS

Page 5: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-2

LAMPIRAN A

PERENCANAAN KOLOM

DENGAN MENGGUNAKAN PCACOL

Page 6: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-3

Gambar A.1 Perencanaan Kolom Sudut

Gambar A.2 Perencanaan Kolom Tepi

Page 7: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

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Gambar A.3 Perencanaan Kolom Tengah

Page 8: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-5

LAMPIRAN B

MODEL STRUKTUR

DENGAN MENGGUNAKAN ETABS

Page 9: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-6

Gambar B.1 Struktur Open Frame

Gambar B.2 Struktur Dual System

Page 10: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

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LAMPIRAN C

OUTPUT ETABS

Page 11: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-8

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

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

Page 12: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-9

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

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

Page 13: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-10

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

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

Page 14: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-11

LAMPIRAN D

MEKANISME SENDI PLASTIS

Page 15: DAFTAR PUSTAKA - · PDF fileChopra, Anil K. and Rakesh K. Goel, 2001, A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation,

L-12

Gambar D.1 Konfigurasi Sendi Plastis Struktur Open Frame

Gambar D.2 Konfigurasi Sendi Plastis Struktur Dual System