Seismological Research Letters; March/April 2009; v. 80; no. 2;
p. 224-232; DOI: 10.1785/gssrl.80.2.224
© 2009 Seismological Society of America
The Silakhor (Iran) Earthquake of 31 March 2006, from an Engineering and Seismological Point of View
Hamidreza Ramazi
Amirkabir University of Technology
Mohammadreza Hosseinnejad
Iran University of Sciences and
Technology
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INTRODUCTION
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The Silakhor (Lorestan, Iran) earthquake (Ms = 6.1)
occurred on 31 March 2006, at 01:17:01 Greenwich Mean Time (GMT), shaking the
Silakhor district in west Iran. In the macroseimal area, about 50% of
buildings totally collapsed, and the others were severely damaged. The event
occurred on the Dorud fault, a reverse high-angle fault with a strike-slip
component, but it did not have a surface rupture. The macro-seismic analyses
and analysis of the recorded accelerogram in Chalanchulan (0.52 g vertical and
0.43 g horizontal with TS – TP
value of about 1.2 seconds) show that the epicenter is very close to
Chalanchulan town. Although many of the masonry buildings totally collapsed in
the epicentral area, engineered structures constructed according to the
seismic code of Iran showed very good structural behavior without any
significant damage. Finally, the earthquake intensity is determined as VIII on
the MSK scale at the epicenter and strongly decreases with distance from the
fault.
Silakhor, a flat agricultural plain centered by the small town of
Chalanchulan, is located in Lorestan Province, west Iran
(Figure 1). Silakhor is a
populated area with several dozen villages close to each other; most of
Silakhor's population are farmers. Some of the villages are located exactly
over the Dorud fault zone. The plain is bordered by the Zagross mountains in
the west and southwest, Dorud city in the southeast, Borujerd city in the
northwest, and another mountain range to the west. Houses in the Silakhor area
at the time of the earthquake were usually one-story masonry buildings, some
of them old and very weak. All buildings of this type totally collapsed during
the earthquake, which was not very strong. Even quite a distance away in
Borujerd some masonry buildings were severely damaged, and a few collapsed.
Those buildings built according . . . [Full Text of this Article]
Amirkabir University of Technology
Tehran, Iran
ramazi@aut.ac.ir
(H.R.)
Copyright © 2009 by Seismological Society of America