Analisis Pengaruh Penempatan Alat Peredam Viskos Terhadap Respons Struktur Gedung Tinggi dengan menggunakan Metode Analisis Riwayat Waktu
DAFTAR PUSTAKA
Chopra,A.K.,(2001), Dynamics of Structures : Theory and Applications to Earthquake
Engineering, Prentice Hall,Upper Saddle River,NJ
Connor J.Jerome (2002) , Introduction to Stuructural Motion Control, Massachusetts Institute
of Technology (MIT), New Jersey
Soong T.T and Constantinou, M.C., (1994) , Passive and Active Structural Vibration Control
in Civil Engineering, Department of Civil Engineering State University of New York at
Buffalo, NewYork
M.C. Constantinu et al, (1998), Passive Energy Dissipation Systems for Structural Design
and Retrofit, New York: MCEER.
Setio, Herlien D, dan Setio, Sangriyadi. (2005). “Kontrol Vibrasi Struktur Bangunan Dengan
Menggunakan Peredam Massa Aktif”, Info Teknik, 1(2).
Aqil Ibnu ,(2010), Analisis Fluid Viscous Damper Pada Bangunan Dua Belas Lantai Akibat
Gaya Gempa, Universitas Sumatera Utara, Indonesia
Naurah Nazifa, (2015), Analisis Pengaruh Pola Penempatan Fluid Viscous Damper
Terhadap Respon Struktur Gedung Akibat Gaya Gempa , Universitas Sumatera
Utara,
Indonesia
Hwang Shin Jenn, Seismic Design of Structures with Viscous Dampers, National Taiwan
University of Science and Technology, Taiwan
Cheng Y Franklin et al, (2008), Smart Structure: Innovative Systems for Seismic Response
Control, CRC Press:Taylor & Francis Group, United State of America
Standar Nasional Indonesia (SNI) 03-1726-2012, Tata Cara Perencanaan Ketahanan Gempa
untuk Bangunan Gedung dan Non Gedung, Jakarta
xiii
Universitas Sumatera Utara
Standar Nasional Indonesia (SNI) 03-2847-2013, Persyaratan Beton Struktural untuk
Bangunan Gedung, Jakarta
Standar Nasional Indonesia (SNI) 03-1727-2013, Beban Minimum
untuk Perancangan
Bangunan Gedung dan Struktur Lain, Jakarta
FEMA 356, (2000), Handbook for the Seismic Evaluation of Buildings—A Prestandard,
prepared by the American Society of Civil Engineers for the Federal Emergency
Management Agency, Washington, D.C. (FEMA Publication No. 356).
xiv
Universitas Sumatera Utara
Chopra,A.K.,(2001), Dynamics of Structures : Theory and Applications to Earthquake
Engineering, Prentice Hall,Upper Saddle River,NJ
Connor J.Jerome (2002) , Introduction to Stuructural Motion Control, Massachusetts Institute
of Technology (MIT), New Jersey
Soong T.T and Constantinou, M.C., (1994) , Passive and Active Structural Vibration Control
in Civil Engineering, Department of Civil Engineering State University of New York at
Buffalo, NewYork
M.C. Constantinu et al, (1998), Passive Energy Dissipation Systems for Structural Design
and Retrofit, New York: MCEER.
Setio, Herlien D, dan Setio, Sangriyadi. (2005). “Kontrol Vibrasi Struktur Bangunan Dengan
Menggunakan Peredam Massa Aktif”, Info Teknik, 1(2).
Aqil Ibnu ,(2010), Analisis Fluid Viscous Damper Pada Bangunan Dua Belas Lantai Akibat
Gaya Gempa, Universitas Sumatera Utara, Indonesia
Naurah Nazifa, (2015), Analisis Pengaruh Pola Penempatan Fluid Viscous Damper
Terhadap Respon Struktur Gedung Akibat Gaya Gempa , Universitas Sumatera
Utara,
Indonesia
Hwang Shin Jenn, Seismic Design of Structures with Viscous Dampers, National Taiwan
University of Science and Technology, Taiwan
Cheng Y Franklin et al, (2008), Smart Structure: Innovative Systems for Seismic Response
Control, CRC Press:Taylor & Francis Group, United State of America
Standar Nasional Indonesia (SNI) 03-1726-2012, Tata Cara Perencanaan Ketahanan Gempa
untuk Bangunan Gedung dan Non Gedung, Jakarta
xiii
Universitas Sumatera Utara
Standar Nasional Indonesia (SNI) 03-2847-2013, Persyaratan Beton Struktural untuk
Bangunan Gedung, Jakarta
Standar Nasional Indonesia (SNI) 03-1727-2013, Beban Minimum
untuk Perancangan
Bangunan Gedung dan Struktur Lain, Jakarta
FEMA 356, (2000), Handbook for the Seismic Evaluation of Buildings—A Prestandard,
prepared by the American Society of Civil Engineers for the Federal Emergency
Management Agency, Washington, D.C. (FEMA Publication No. 356).
xiv
Universitas Sumatera Utara