Page 514 - Advanced Design Examples of Seismic Retrofit of Structures
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Examples of Nonengineered Buildings Chapter 6 457
[18] F. Somi, M. Yekrangnia, A. Bakhshi, M.A. Gannad, S.E. Hashemi-Rafsanjani, Study of
in-plane behavior of adobe walls with cyclic tests, in: The 6th International Conference on
Seismology and Earthquake Engineering (SEE-6), May 16–18, Tehran, Iran, 2011.
[19] T.-G. Zhou, X. Hu, C.-X. Yu, Shaking table model test and engineering practice of a new
gypsum-adobe walls dwelling in Xinjiang autonomous region, China, Acta Seismol. Sin.
21 (3) (2008) 319–324.
[20] D. Abrams, T. Smith, J. Lynch, S. Franklin, Effectiveness of rehabilitation on seismic behavior
of masonry piers, J. Struct. Eng. 133 (1) (2007) 32–43.
[21] D.M. Dowling, B. Samali, Low-cost, low-tech means of improving the earthquake resistance
of adobe-mud brick houses, in: International Conference on Earthquake Engineering (ICEE
2006), Lahore, Pakistan, 2006.
[22] A. Turer, S.Z. Korkmaz, H.H. Korkmaz, Performance improvement studies of masonry houses
using elastic post-tensioning straps, Earthq. Eng. Struct. Dyn. 36 (2007) 683–705.
[23] D. Dowling, B. Samali, J. Li, An Improved Means of Reinforcing Adobe Walls-External
Vertical Reinforcement, University of Technology, Sydney, Australia, 2005.
[24] R. Selna, 150 S.F. brick buildings yet to be reinforced, San Francisco Chronicle, 2008, p. A14.
[25] Deseret News article, http://www.deseretnews.com/article/635199749/Its-2008–and-the-big-
one-slams-Utah.html.
[26] E.L. Tolles, F.A. Webster, A. Crosby, E.E. Kimbro, Survey of damage to historic adobe build-
ings after the January 1994 Northridge earthquake, Getty Conservation Institute, 1996.
[27] E.L. Tolles, Survey of damage to historic adobe buildings after the January 1994 Northridge
earthquake, Getty Conservation Institute, 1996.
[28] ATC 20; Applied Technology Council, Procedures for Postearthquake Safety Evaluation of
Buildings, Applied Technology Council, CA, USA, 1989.
[29] C. Baggio, A. Bernardini, R. Colozza, L. Corazza, M. Della Bella, G. Di Pasquale, et al., Field
Manual for Post-Earthquake Damage and Safety Assessment and Short Term Countermea-
sures (AeDES), (2007). European Commission—Joint Research Centre—Institute for the
Protection and Security of the Citizen, EUR, 22868.
[30] M.E. Molino de Garcia, in: Prevencio ´nsı ´smica en las construcciones de adobe, en la cuidad de
Guatemala despu es de los terremotos de 1917–1918, Paper Presented at the Sixth International
Conference on the Conservation of Earthen Architecture, Las Cruces, N.Mex., October 14–19,
1990.
[31] Housing Foundation of Iran, Rural Houses Specifications Count, 2003.
[32] M.A. Ghannad, A. Bakhshi, S.E. Mousavi Eshkiki, A. Khosravifar, Y. Bozorgnia, A.A. Taheri
Behbahani, in: A study on seismic vulnerability of rural houses in Iran, Proceedings of the First
European Conference on Earthquake Engineering and Seismology, paper (No. 680), 2006.
[33] M. Yekrangnia, A. Bakhshi, M.A. Ghannad, A. Khosravifar, E. Mousavi Eshkiki, H. Masaeli,
“Adobe Arched-Roof”, World Housing Encyclopedia, Earthquake Engineering Research
Institute (EERI) and International Association for Earthquake Engineering (IAEE),
Report#177, 2014.
[34] S.E. Mousavi Eshkiki, A. Khosravifar, M.A. Ghannad, A. Bakhshi, A.A. Taheri Behbahani,
Y. Bozorgnia, Structural typology of traditional houses in iran based on their seismic behavior,
in: Proceedings of the 8th U.S. National Conference on Earthquake Engineering, April 18–22,
San Francisco, California, USA, 2006.
[35] F. Somi, Investigation of Cyclic Behavior of Adobe Walls Strengthened With Various Retro-
fitting Methods (M.Sc. Thesis), Sharif University of Technology, December, Tehran, Iran,
2010.

