Title of article
Failures of masonry and concrete buildings during the March 8, 2010 Kovancılar and Palu (Elazığ) Earthquakes in Turkey
Author/Authors
Celep، نويسنده , , Zekai and Erken، نويسنده , , Ayfer and Taskin، نويسنده , , Beyza and Ilki، نويسنده , , Alper، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2011
Pages
22
From page
868
To page
889
Abstract
The March 8, 2010 earthquakes that hit Kovancılar and Palu districts of Elazığ province in Turkey and their impacts on masonry and concrete buildings are studied in this paper. According to United States Geological Survey (USGS), magnitudes of these earthquakes, which caused partial or total collapse in many buildings with life losses, were 6.1 and 5.5, respectively. This paper outlines the seismological aspects of the region, the characteristics of the strong ground motion, the geotechnical characteristics of the region and the structural damages based on site assessments. The structural damage level is observed to be directly proportional with the amount of the insufficient quality in the workmanship and usage of inadequate building materials. If a minimum amount of engineering attention had been paid during the construction stages, most of the existing buildings could have sustained the earthquakes without considerable damage.
Keywords
Kovanc?lar (Elaz??) earthquake , Earthquake damage survey , strong ground motions , Reinforced concrete buildings , Masonry buildings
Journal title
Engineering Failure Analysis
Serial Year
2011
Journal title
Engineering Failure Analysis
Record number
2339274
Link To Document