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[36] Standard 2800-05. Iranian Code of Practice for Seismic Resistant Design of Buildings. third
revision, Building and Housing Research Center, Iran (in Persian).
[37] K. Doherty, M.C. Griffith, N. Lam, J. Wilson, Displacement-based seismic analysis for out-of-
plane bending of unreinforced masonry walls, Earthq. Eng. Struct. Dyn. 31 (4) (2002)
833–850.
[38] M. Blondet, D. Torrealva, J. Vargas, in: Seismic reinforcement of adobe houses using external
polymer mesh, The 1st European Conference on Earthquake Engineering and Seismology
(1ECESS), Geneva, Switzerland, 2006.
[39] J. Vargas, D. Torrealva, M. Blondet, Building Hygienic and Earthquake-Resistant Adobe
Houses Using Geomesh Reinforcement. For Arid Zones. Spanish and English, Catholic Uni-
versity of Peru, Fondo Editorial, Lima, Peru, 2007.
[40] C. JICA, The Study on Seismic Microzoning of the Greater Tehran Area in the Islamic Repub-
lic of Iran. Pacific Consultants International Report, OYO Cooperation, Japan, 2000.
[41] H.O. Wood, F. Neumann, Modified Mercalli Intensity scale of 1931, Bull. Seismol. Soc. Am.
20 (1931) 277–283.
FURTHER READING
[42] M. Alalhesabi, “Patterns of rural houses”, Housing Foundation of Islamic Revolution, Tehran,
Iran, 1993.
[43] H. Zamrashidi, “Architecture of Iran—Construction of Traditional Houses”, Zomorrod Pub-
lications, Tehran, Iran, 1995.

