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REFERENCES
[1] J. Kuroiwa, A regional earthquake scenario in south peru, in: The 11th World Conference on
Earthquake Engineering (11WCEE), Acapulco, Mexico, Acapulco, Mexico, 1996.
[2] L.S. Hashmat, A.J. Sangi, A. Abdullah, “Adobe houses”, World Housing Encyclopedia, Earth-
quake Engineering Research Institute (EERI) and International Association for Earthquake
Engineering (IAEE), Report#166, 2012.
[3] L. Zegarra, A. San Bartolom e, D. Quiun, Reconditioning of existing adobe houses to mitigate
earthquake effects, in: The 11th World Conference on Earthquake Engineering (11WCEE),
Acapulco, Mexico, 1996.
[4] A. Bakhshi, M.A. Ghannad, M. Yekrangnia, H. Masaeli, Shaking table tests on dome-roof
adobe houses. J. Earthq. Eng. Struct. Dyn. (2016). https://doi.org/10.1002/eqe.2800.
[5] E.L. Tolles, E.E. Kimbro, F.A. Webster, W.S. Ginell, Seismic Stabilization of Historic Adobe
Structures, The Getty Conservation Institute, Los Angeles, 2000.
[6] E.L. Tolles, E.E. Kimbro, W.S. Ginell, Planning and Engineering Guidelines for the Seismic
Retrofitting of Historic Adobe Structures, The Getty Conservation Institute, Scientific Reports
Series, Los Angeles, California, 2002.
[7] M. Blondet, F. Ginocchio, C. Marsh, G. Ottazzi, G. Villa Garcia, J. Yep, Shaking table test of
improved adobe masonry houses, in: The 9th World Conference on Earthquake Engineering
(9WCEE), Tokyo-Kyoto, Japan, 1988.
[8] R. Vera, S. Miranda, Experimental study of retrofitting techniques for adobe walls, in: The
13th World Conference on Earthquake Engineering (13WCEE), Vancouver, B.C., Canada,
2004.
[9] M. Blondet, G. Villa Garcia, S. Brzev, Earthquake-Resistant Construction of Adobe Buildings:
A Tutorial, Earthquake Engineering Research Institute, IAEE, Oakland, California/Tokyo,
Japan, 2003 (EERI adobe tutorial).
[10] E. Juhasova, R. Sofronie, R. Bairrao, Stone masonry in historical buildings-ways to increase
their resistance and durability, Eng. Struct. 30 (8) (2008) 2194–2205.
[11] K. Meguro, P. Mayorca, R. Guragain, N. Shathiparan, N. Nesheli, Shaking table experiment on
masonry buildings and effectiveness of PP-band retrofitting technique, 生産研究 57 (6) (2005)
534–537.
[12] R. Meli, O. Hernandez, M. Padilla, Strengthening of adobe houses for seismic actions, in: The
7th World Conference on Earthquake Engineering (7WCEE), Istanbul, Turkey, 1980.
[13] R.A. Soforonie, R. Crisan, M. Toanchina, Retrofitting the masonry of cultural heritage
buildings, in: The 5th National Conference on Earthquake Engineering, Istanbul, Turkey,
2003.
[14] M. Yekrangnia, Evaluation of Seismic Performance of Adobe Dome-roof Structures Retro-
fitted by Steel Rods and Mesh Using Shaking Table Facility (MSc thesis), Sharif University
of Technology, Tehran, Iran, 2009 (in Persian).
[15] M. Blondet, G.V. Garcia, Earthquake resistant earthen buildings? in: The 13th World Confer-
ence on Earthquake Engineering (13WCEE), Vancouver, B.C., Canada, 2004.
[16] San Bartolome A, Quiun D, Zegarra L, Effective system for seismic reinforcement of adobe
houses, The 13th World Conference on Earthquake Engineering (13WCEE), Vancouver, BC,
Canada.
[17] Yamin LE, Phillips CA, Reyes JC, Ruiz DM, Seismic behavior and rehabilitation alternatives
for adobe and rammed earth buildings, The 13th World Conference on Earthquake Engineer-
ing (13WCEE), Vancouver, BC, Canada.

