Kajian Indeks Kerusakan Pada Struktur Bangunan Baja Berdasarkan Pendekatan Energi Akibat Gempa Kuat
DAFTAR PUSTAKA
Anonim, 2002. Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung
SNI 03-1726-2002. Badan Standarisasi Nasional. Jakarta.
Akbas, B. 1997. Energy-Based Earthquake Resistant Design Of Steel Moment
Resisting Frames. Ph.D thesis, Department of Civil and Architectural
Engineering, Illinois Institute of Technology.
Akbas, B., Shen, J. and Hao, H. 2001. Energy Approach In Performance-Based
Design Of Steel Moment Resisting Frames For Basic Safety Objective.
Struct. Des. Tall Build., 10(8), 193-217.
Akiyama H. 1985. Earthquake-Resistant Limit-State Design For Building. The
University of Tokyo Press, Tokyo, Japan.
Banon, H., Biggs, J. M.. and Irvine, H..M. 1981. Seismic Damage In Reinforced
Concrete Members. Journal of Structural Engineering, ASCE107(9), 1713–
1729.
Bojórquez, E., Ruiz, S.E. and Terán-Gilmore, A. 2008. Reliability-Based
Evaluation Of Steel Structures Using Energy Concepts. Engineering
Structures 30:6, 1745-1759.
Boz rquez, E. Reyes-Salazar, A. Terán-Gilmore, A. and Ruiz, S.E. 2010. Toward
Seismic Design Of Steel Frames Using An Energy-Based Damage Index,
ECEE.
Bruneau, M. and Wang, N. 1996. Some Aspects Of Energy Methods For The
Inelastic Seismic Response Of Ductile Sdof Structures. Eng. Struct., 18(1),
1-12.
Universitas Sumatera Utara
Chopra, A.K. 1995. Dynamics of Structures: Theory and Applications to
Earthquake Engineering. Prentice Hall Inc., New Jersey.
Cosenza, E., Manfredi, G. and Ramasco, R. 1993. The Use Of Damage Functionals
In Earthquake Engineering: A Comparison Between Different Methods.
Earthquake Engineering and Structural Dynamics 22, 855–868.
Fajfar P., Vidic T., and Fischinger M. 1989. Seismic Design In Medium-And LongPeriod Structures, Earthquake Eng. Struct. Dyn., 18, pp. 1133-1144.
Hancock, J. J., Watson-Lamprey, J., Abrahamson, N.A., Bommer, J.J., Markatis,
A., McCoy , E., Mendis, R. 2006. An Improved Method Of Matching
Response Spectra Of Recorded Earthquake Ground Motion Using
Wavelets. Journal of Earthquake Engineering, 10(1), 67–89.
Hastomo, B. 2009. Analisis Pengaruh Sifat Mekanik Material Terhadap Distribusi
Tegangan Pada Proses Deep DrawingProduk End Cup Hub Body
Makerdengan Menggunakan Software Abaqus 6.5-1. Tugas Akhir Jurusan
Teknik Mesin Universitas Muhammadiyah Surakarta, Surakarta.
Housner, G. W. 1956. Limit Design Of Structures To Resist Earthquakes. First
World Conference on Earthquake Engineering, Berkeley, California.
Hwang, T. H. and Scribner, C. F. 1984. R/C Member Cyclic Response During
Various Loadings. Journal of Structural Engineering, ASCE 110(3), 477–
489.
Kuwamura H. and Galambos T.V. 1989. Earthquake Load For Structural
Reliability. J. Struct. Eng., ASCE, 115(6), pp. 1446-1462.
Universitas Sumatera Utara
Park, Y. J. and Ang, A. H. S. 1985. Mechanistic Seismic Damage Model For
Reinforced Concrete. Journal of Structural Engineering, ASCE 111(4), 722–
739.
Roufaiel, M. S. L. and Meyer, C. 1987. Analytical Modeling Of Hysteretic Behavior
Of R/C Frames. Journal of Structural Engineering, ASCE 113(3), 429–444.
Sendi Aditya, P. (2010), Identifikasi Kerusakan Struktur Berdasarkan
Karakteristik Dinamik, Tesis, Departemen Teknik Sipil, Fakultas Teknik,
Universitas Indonesia, Depok.
Teruna Daniel, R. 2013. Evaluation Of Seismic Performance On Ductile MRF
System Subjected To Strong Earthquake Using Damage Index As
Performance Criteria. Seminar dan Pameran HASTAG , Medan, Indonesia.
Trifunac M.D. and Brady A.G. 1975. A Study On The Duration Of Strong
Earthquake Ground Motion. Bull. Seism. Soc. Amer., 65, pp.581-626.
Uang, C.M. and Bertero, V.V. 1988. Use Of Energy As A Design Criterion In
Earthquake-Resistant Design. Report No. UCB/EERC-88/18, Earthquake
Engineering Research Center, University of California at Berkeley.
Zahrah, T. F. and Hall, W. J. 1984. Earthquake Energy Absorption In SDOF
Structures. Journal of Structural Engineering, ASCE 110(8), 1757–1772.
Universitas Sumatera Utara
Anonim, 2002. Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung
SNI 03-1726-2002. Badan Standarisasi Nasional. Jakarta.
Akbas, B. 1997. Energy-Based Earthquake Resistant Design Of Steel Moment
Resisting Frames. Ph.D thesis, Department of Civil and Architectural
Engineering, Illinois Institute of Technology.
Akbas, B., Shen, J. and Hao, H. 2001. Energy Approach In Performance-Based
Design Of Steel Moment Resisting Frames For Basic Safety Objective.
Struct. Des. Tall Build., 10(8), 193-217.
Akiyama H. 1985. Earthquake-Resistant Limit-State Design For Building. The
University of Tokyo Press, Tokyo, Japan.
Banon, H., Biggs, J. M.. and Irvine, H..M. 1981. Seismic Damage In Reinforced
Concrete Members. Journal of Structural Engineering, ASCE107(9), 1713–
1729.
Bojórquez, E., Ruiz, S.E. and Terán-Gilmore, A. 2008. Reliability-Based
Evaluation Of Steel Structures Using Energy Concepts. Engineering
Structures 30:6, 1745-1759.
Boz rquez, E. Reyes-Salazar, A. Terán-Gilmore, A. and Ruiz, S.E. 2010. Toward
Seismic Design Of Steel Frames Using An Energy-Based Damage Index,
ECEE.
Bruneau, M. and Wang, N. 1996. Some Aspects Of Energy Methods For The
Inelastic Seismic Response Of Ductile Sdof Structures. Eng. Struct., 18(1),
1-12.
Universitas Sumatera Utara
Chopra, A.K. 1995. Dynamics of Structures: Theory and Applications to
Earthquake Engineering. Prentice Hall Inc., New Jersey.
Cosenza, E., Manfredi, G. and Ramasco, R. 1993. The Use Of Damage Functionals
In Earthquake Engineering: A Comparison Between Different Methods.
Earthquake Engineering and Structural Dynamics 22, 855–868.
Fajfar P., Vidic T., and Fischinger M. 1989. Seismic Design In Medium-And LongPeriod Structures, Earthquake Eng. Struct. Dyn., 18, pp. 1133-1144.
Hancock, J. J., Watson-Lamprey, J., Abrahamson, N.A., Bommer, J.J., Markatis,
A., McCoy , E., Mendis, R. 2006. An Improved Method Of Matching
Response Spectra Of Recorded Earthquake Ground Motion Using
Wavelets. Journal of Earthquake Engineering, 10(1), 67–89.
Hastomo, B. 2009. Analisis Pengaruh Sifat Mekanik Material Terhadap Distribusi
Tegangan Pada Proses Deep DrawingProduk End Cup Hub Body
Makerdengan Menggunakan Software Abaqus 6.5-1. Tugas Akhir Jurusan
Teknik Mesin Universitas Muhammadiyah Surakarta, Surakarta.
Housner, G. W. 1956. Limit Design Of Structures To Resist Earthquakes. First
World Conference on Earthquake Engineering, Berkeley, California.
Hwang, T. H. and Scribner, C. F. 1984. R/C Member Cyclic Response During
Various Loadings. Journal of Structural Engineering, ASCE 110(3), 477–
489.
Kuwamura H. and Galambos T.V. 1989. Earthquake Load For Structural
Reliability. J. Struct. Eng., ASCE, 115(6), pp. 1446-1462.
Universitas Sumatera Utara
Park, Y. J. and Ang, A. H. S. 1985. Mechanistic Seismic Damage Model For
Reinforced Concrete. Journal of Structural Engineering, ASCE 111(4), 722–
739.
Roufaiel, M. S. L. and Meyer, C. 1987. Analytical Modeling Of Hysteretic Behavior
Of R/C Frames. Journal of Structural Engineering, ASCE 113(3), 429–444.
Sendi Aditya, P. (2010), Identifikasi Kerusakan Struktur Berdasarkan
Karakteristik Dinamik, Tesis, Departemen Teknik Sipil, Fakultas Teknik,
Universitas Indonesia, Depok.
Teruna Daniel, R. 2013. Evaluation Of Seismic Performance On Ductile MRF
System Subjected To Strong Earthquake Using Damage Index As
Performance Criteria. Seminar dan Pameran HASTAG , Medan, Indonesia.
Trifunac M.D. and Brady A.G. 1975. A Study On The Duration Of Strong
Earthquake Ground Motion. Bull. Seism. Soc. Amer., 65, pp.581-626.
Uang, C.M. and Bertero, V.V. 1988. Use Of Energy As A Design Criterion In
Earthquake-Resistant Design. Report No. UCB/EERC-88/18, Earthquake
Engineering Research Center, University of California at Berkeley.
Zahrah, T. F. and Hall, W. J. 1984. Earthquake Energy Absorption In SDOF
Structures. Journal of Structural Engineering, ASCE 110(8), 1757–1772.
Universitas Sumatera Utara