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Evaluation of Seismic Damage for Gisha Bridge in Tehran by HAZUS Methodology
Abstract:Transportation is of great importance in the current life of human beings. The transportation system plays many roles, from economical development to after-catastrophe aids such as rescue operation in the first hours and days after an earthquake. In after earthquakes response phase, transportation system acts as a basis for ground operations including rescue and relief operation, food providing for victims and etc. It is obvious that partial or complete obstruction of this system results in the stop of these operations. Bridges are one of the most important elements of transportation network. Failure of a bridge, in the most optimistic case, cuts the relation between two regions and in more developed countries, cuts the relation of numerous regions. In this paper, to evaluate the vulnerability and estimate the damage level of Tehran bridges, HAZUS method, developed by Federal Emergency Management Agency (FEMA) with the aid of National Institute of Building Science (NIBS), is used for the first time in Iran. In this method, to evaluate the collapse probability, fragility curves are used. Iran is located on seismic belt and thus, it is vulnerable to earthquakes. Thus, the study of the probability of bridge collapses, as an important part of transportation system, during earthquakes is of great importance. The purpose of this study is to provide fragility curves for Gisha Bridge, one of the longest steel bridges in Tehran, as an important lifeline element. Besides, the damage probability for this bridge during a specific earthquake, introduced as scenario earthquakes, is calculated. The fragility curves show that for the considered scenario, the probability of occurrence of complete collapse for the bridge is 8.6%.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1332336Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1793
 C.Huyck, S.Ghosh, H.Seligson, E.Bortugno, Tips and Tricks for Customizing HAZUS-MH.ESRI.2004.
 FEMA 493, HAUZS Annual Progress and Utilization Report for Fiscal Year 2004, January 2005.
 S.K.Ploeger, G.M.Atkinson, C.Samson, Applying the HAZUS-MH Software Tool to Assess Seismic Risk in Downtown Ottawa, Canada, Nat Hazards ,2010, pp.1-20.
 .HAZUS99,Tthe Earthquake Loss Estimation Program, National Institute of Building Sciences (NIBS),1999.
 F.Yamaini fard, S.Moradi, A.Motevalianbaran, A.Noroozi, and M.Naghavi, "Seismicity and structural velosity of Tehran crust", Tehran Disaster Mitigation and Management Organization, 2010.
 M.R.Abbasi, "Faulting and Folding in Quaternary Deposits of Tehran's Piedmont (Iran) ", Journal of Asian Earth Science ,2009. pp.522-531.