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CSIR Centre for Mathematical Modelling and Computer
Simulation, Bangalore, India
| The first 20% of the full text of this article appears below. |
| INTRODUCTION |
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Several macroseismic surveys were carried out immediately after the mainshock (e.g. Ravishanker and Pande 2001; Rastogi et al. 2001; Wesnousky et al. 2001; Association Française de Génie Parasismique [AFPS] 2001) and the Geological Survey of India (2003) published a detailed report. The earthquake was felt with a maximum intensity X (MSK) over a 780-km2 area—in which destruction of structures, irrespective of class or type of construction, was near total—and with intensity IX over a 10,455-km2 area, where many well-built structures also failed totally (Ravishanker and Pande 2001). Peak ground accelerations (PGAs) of 0.55 g at Anjar (rock, 43 km from the epicenter), 0.13 g at Ahmedabad (alluvium, 240 km away), and 0.04 g at Anand (alluvium, 290 km away) were recorded (Kayal and Mukhopadhyay 2006).
The impact of the 2001 earthquake was particularly spectacular in the city
of Anjar in certain well-defined areas of the city, and striking differences
were observed in the damage distribution. The most damaged area was the old
Anjar city (Gamtal area; see Figure
1), which was completely destroyed, while recently constructed
buildings located across the street from the old city limits (mainly to the
east and northeast) experienced only slight or no damage
(AFPS 2001). Based on these
observations an intensity
Laboratoire de Géophysique Interne et
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jlchatel@ird.fr
(J.-L.
C.)
bertrand.guillier@bondy.ird.fr
(B.G.)
parvez@cmmacs.ernet.in
(I.A.P.)
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