Performance of Adobe Residential Buildings in the 2003 Bam, Iran, Earthquake

Author:

Maheri Mahmoud R.1,Naeim Farzad2,Mehrain Michael3

Affiliation:

1. Professor of Civil Engineering, Shiraz University, P.O. Box 71345/1676, Shiraz, Iran;

2. Vice President, John A. Martin & Associates, Inc., Los Angeles, California

3. Vice President, URS Corporation, Los Angeles, California

Abstract

Adobe, in the form of sun-dried bricks and clay or lime/clay mortar, has traditionally been the primary construction material in Iran. Presently, this type of construction still constitutes a notable portion of the buildings in the urban areas and a majority of the buildings in the rural areas. Performance of traditional adobe construction during numerous Iranian earthquakes has generally been poor. Low material strength, poor workmanship, lack of proper connections between building elements, and the excessive weight of the building because of thick walls and massive roofs, are but a few of the shortcomings that contributed to the general weakness of these buildings under earthquake loads. This paper examines the performance of adobe residential buildings during the Bam, Iran earthquake. The current rehabilitation trends for this type of construction in Iran are also discussed.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

Reference4 articles.

1. Ambraseys, N. N., and Melville, C. P. , 1982.A History of Persian Earthquakes, Cambridge University Press, London.

2. Maheri, M. R. , 1998. Lessons from Golbaf, Kerman earthquake of 14 March 1998,Proceedings, 1st Iran-Japan Workshop on Recent Earthquakes in Iran and Japan. Tehran, Iran.

3. Maheri, M. R. , 2004. Performance of building roofs and floor slabs during Bam earthquake of 26 December 2003, J. Seismol. Earthquake Eng., Special Issue on Bam Earthquake,6(1).

4. Mehrain, M., and Naeim, F. , 2004. Typical Adobe House, Report No. 104, World Housing Encyclopedia; available at www.world-housing.net

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