daftar pustaka - · pdf filechopra, anil k. and rakesh k. goel, 2001, a modal pushover...
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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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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.
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LAMPIRAN
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LAMPIRAN
A. PERENCANAAN KOLOM DENGAN MENGGUNAKAN PCACOL
B. MODEL STRUKTUR DENGAN MENGGUNAKAN ETABS
C. OUTPUT ETABS
D. MEKANISME SENDI PLASTIS
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L-2
LAMPIRAN A
PERENCANAAN KOLOM
DENGAN MENGGUNAKAN PCACOL
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L-3
Gambar A.1 Perencanaan Kolom Sudut
Gambar A.2 Perencanaan Kolom Tepi
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L-4
Gambar A.3 Perencanaan Kolom Tengah
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L-5
LAMPIRAN B
MODEL STRUKTUR
DENGAN MENGGUNAKAN ETABS
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L-6
Gambar B.1 Struktur Open Frame
Gambar B.2 Struktur Dual System
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LAMPIRAN C
OUTPUT ETABS
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Gambar C.1 Static Pushover Curve Mode 1 Struktur Open Frame
Gambar C.2 Static Pushover Curve Mode 2 Struktur Open Frame
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Gambar C.3 Static Pushover Curve Mode 3 Struktur Open Frame
Gambar C.4 Static Pushover Curve Mode 1 Struktur Dual System
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Gambar C.5 Static Pushover Curve Mode 2 Struktur Dual System
Gambar C.6 Static Pushover Curve Mode 3 Struktur Dual System
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LAMPIRAN D
MEKANISME SENDI PLASTIS
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Gambar D.1 Konfigurasi Sendi Plastis Struktur Open Frame
Gambar D.2 Konfigurasi Sendi Plastis Struktur Dual System