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Seismic risk analysis of iranian construction projects

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dc.contributor.author Shokri-Ghasabeh M. en
dc.contributor.author Bakhshiani A. en
dc.contributor.author Mofid M. en
dc.contributor.author Hansen K. en
dc.date.accessioned 2012-11-01T16:31:22Z
dc.date.available 2012-11-01T16:31:22Z
dc.date.issued 2010 en
dc.identifier.citation Scientia Iranica en
dc.identifier.citation 17 en
dc.identifier.citation 01:00 AM en
dc.identifier.issn 10263098 en
dc.identifier.uri http://hdl.handle.net/10500/7107
dc.description.abstract In this paper, the project earthquake occurrence risk coefficient is determined for each construction project that is located in one of Iran's twenty seismic regions. This coefficient is allocated, regardless of the current situation of the project, being in the plan or execution phase or even completed. This coefficient indicates the possibility of an earthquake occurrence during a project's life time. To find this coefficient, the Gutenberg-Richter linear relationship has been applied, in conjunction with the Poisson distribution. The Gutenberg-Richter linear equation expresses the relationship between the magnitude of an earthquake and the number of occurrences, during a fixed time, of that magnitude. To find the linear relationship for a series of earthquakes with different magnitudes occurring in the same seismic region, the Ordinary Least Square (OLS) has been used. Two linear regression assumption violations, which are variance heteroscedasticity and autocorrelation, have been tested on the available data. In the case of finding one or both of these two violations, The Generalized Least Square (GLS) has been applied to produce a better regression line. Moreover, the second order type of the Gutenberg-Richter relationship has also been determined to validate the linear one. In conclusion, by application of the Poisson distribution and by having the design earthquake's magnitude and project life time, the third parameter, which is the design earthquake occurrence risk, can be determined for a given construction project in a specific location in Iran. © Sharif University of Technology, February 2010. en
dc.language.iso en en
dc.subject Construction management; Earthquake risk analysis; GLS; OLS; Project management; Risk management Construction management; Construction projects; Current situation; Design earthquakes; Earthquake risk analysis; Execution phase; Fixed time; Generalized least square; GLS; Heteroscedasticity; Life-times; Linear relationships; Ordinary least squares; Regression lines; Risk coefficient; Second orders; Seismic regions; Seismic risk; Specific location; Construction industry; Earthquakes; Poisson distribution; Risk analysis; Risk assessment; Risk management; Safety factor; Project management; autocorrelation; earthquake; low velocity zone; Poisson ratio; risk assessment; seismic response; seismic survey; seismic zone; Iran en
dc.title Seismic risk analysis of iranian construction projects en
dc.type Article en


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