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References
- Adhikary, S. Singh, Y. and Paul, D.K. 2009. Modelling of Soil-Foundation-Structure System. Department of Earthquake Engineering, IIT Roorkee.
- Andhika, A., 2008. Respons Non Linier Inelastik Lapisan-lapisan Tanah Akibat Gempa Menurut Ramberg Osgood Models (R-O Models), Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.
- Arif Nur Rokhman dan Farkhan Widodo, 2000. Pengaruh Massa Bangunan Terhadap Respons Seismik Lapisan Tanah, Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.
- Braja M. Das, 1993. Principles Of Soil Dynamic, Southern Illinois University at Curbandale, PWS - Kent Publishing Company, Boston - United State Of America.
- Ferdi Fadlan Hamdani dan Gigih Himbawan, 2004. Efek Variasi Massa Bangunan Terhadap Respons Seismik Lapisan Tanah Non Linier Elastis Akibat Gempa, Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.
- Hardian B. Dan Black W.L 1969. Vibration Modulus of Normally Consolidated Clay, Journal of The Soil Mechanics and Foundation Division. ASCE.
- Ishihara K. 1992. Evaluation of Soil Properties for Use in Earthquake Response Analysis. International Symposium on Numerical Models in Geomechanic. Zurichs.
- Setiawan dan Yulismar, A., 1999. Respons Lapis – Lapisan Tanah Akibat Gempa, Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.
- Vucetic M. Dan Dobry R. 1999. Effect of Soil Plasticity on Cyclic Response, Journal of Geotechnical Engineering. ASCE.
- Widodo, 2001. Respons Dinamika Struktur Elastik, Universitas Islam Indonesia Press, Yogyakarta.
- Widodo, 2012. Seismologi Teknik dan Rekayasa Kegempaan. Pustaka Pelajar. Yogyakarta.
- Zaldy, Yudha. 2016. Respons Linier Inelastik Lapis-Lapisan Tanah Akibat Gempa Menurut Takeda Hysteretic Model. Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.
References
Adhikary, S. Singh, Y. and Paul, D.K. 2009. Modelling of Soil-Foundation-Structure System. Department of Earthquake Engineering, IIT Roorkee.
Andhika, A., 2008. Respons Non Linier Inelastik Lapisan-lapisan Tanah Akibat Gempa Menurut Ramberg Osgood Models (R-O Models), Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.
Arif Nur Rokhman dan Farkhan Widodo, 2000. Pengaruh Massa Bangunan Terhadap Respons Seismik Lapisan Tanah, Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.
Braja M. Das, 1993. Principles Of Soil Dynamic, Southern Illinois University at Curbandale, PWS - Kent Publishing Company, Boston - United State Of America.
Ferdi Fadlan Hamdani dan Gigih Himbawan, 2004. Efek Variasi Massa Bangunan Terhadap Respons Seismik Lapisan Tanah Non Linier Elastis Akibat Gempa, Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.
Hardian B. Dan Black W.L 1969. Vibration Modulus of Normally Consolidated Clay, Journal of The Soil Mechanics and Foundation Division. ASCE.
Ishihara K. 1992. Evaluation of Soil Properties for Use in Earthquake Response Analysis. International Symposium on Numerical Models in Geomechanic. Zurichs.
Setiawan dan Yulismar, A., 1999. Respons Lapis – Lapisan Tanah Akibat Gempa, Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.
Vucetic M. Dan Dobry R. 1999. Effect of Soil Plasticity on Cyclic Response, Journal of Geotechnical Engineering. ASCE.
Widodo, 2001. Respons Dinamika Struktur Elastik, Universitas Islam Indonesia Press, Yogyakarta.
Widodo, 2012. Seismologi Teknik dan Rekayasa Kegempaan. Pustaka Pelajar. Yogyakarta.
Zaldy, Yudha. 2016. Respons Linier Inelastik Lapis-Lapisan Tanah Akibat Gempa Menurut Takeda Hysteretic Model. Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Islam Indonesia, Yogyakarta.