Performance of asmetric structures reviewed with based plastic design performance (case study of application on building in Pekan Baru)

Jati Sunaryati; Nidiasari; Alfadian

doi:10.1051/e3sconf/202015605021

All issues

Volume 156 (2020)

E3S Web Conf., 156 (2020) 05021

References

Open Access

Issue		E3S Web Conf. Volume 156, 2020 4^th International Conference on Earthquake Engineering & Disaster Mitigation (ICEEDM 2019)


Article Number		05021
Number of page(s)		4
Section		Structure
DOI		https://doi.org/10.1051/e3sconf/202015605021
Published online		13 March 2020

Luthfi, Ghazian. Studi Perbandingan Perilaku Struktur Beton Dengan Layout Bangunan Berbentuk Yang Didisain Berdasarkan SNI 03-1726-2002 dan SNI 1726-2012(Studi Kasus Kota Pekanbaru). Tugas Akhir Teknik Sipil Universitas Andalas. Padang (2014). [Google Scholar]
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Cheng Liao, Wen. 2010. Performance -Based Plastic Design Of Earthquake Resistant Reinforced Concrete Moment Frames. A Dissertation Submitted In Partial Fulfillment of The Requirements for The Degree of Doctor of Philosophy (Civil Engineering) in The University of Michigan. Michigan (2010) [Google Scholar]
Badan Standarisasi Nasional. Standar Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung SNI 1726-2012.Jakarta (2012) [Google Scholar]
Dewobroto, Wiryanto. Evaluasi Kinerja Struktur Baja Tahan Gempa dengan Analisa Puhsover. Civil Engineering National Conference: Suistainability Construction & Structural Engineering. Semarang (2005) [Google Scholar]

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[1] Luthfi, Ghazian. Studi Perbandingan Perilaku Struktur Beton Dengan Layout Bangunan Berbentuk Yang Didisain Berdasarkan SNI 03-1726-2002 dan SNI 1726-2012(Studi Kasus Kota Pekanbaru). Tugas Akhir Teknik Sipil Universitas Andalas. Padang (2014). [Google Scholar]

[2] Titono, Michael. 2010. Analisa Ketahanan Gempa Dalam Rangka Konservasi Bangunan Bersejarah, Studi Kasus: Gedung X. Universitas Indonesia (2010) [Google Scholar]

[3] Chao, Shih-Ho dan Goel, C. Performance -Based Seismic Design Of EBF Using Target Drift and Yield Mechanism As Performance Criteria. Department of Civil and Environmental Engineering The University of Michigan. Michigan (2005) [Google Scholar]

[4] Cheng Liao, Wen. 2010. Performance -Based Plastic Design Of Earthquake Resistant Reinforced Concrete Moment Frames. A Dissertation Submitted In Partial Fulfillment of The Requirements for The Degree of Doctor of Philosophy (Civil Engineering) in The University of Michigan. Michigan (2010) [Google Scholar]

[5] Badan Standarisasi Nasional. Standar Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung SNI 1726-2012.Jakarta (2012) [Google Scholar]

[6] Dewobroto, Wiryanto. Evaluasi Kinerja Struktur Baja Tahan Gempa dengan Analisa Puhsover. Civil Engineering National Conference: Suistainability Construction & Structural Engineering. Semarang (2005) [Google Scholar]