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A Analysis On Probabilistic Risk

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. Risk AnalysisEquation Chapter 5 Section 1 Probabilistic risk analysis is becoming more and more important in long-term damage estimation for structure. In 2010, American Society of Civil Engineering (ASCE) defines Risk-Targeted Maximum Considered Earthquake ground motion maps for the United States by explicitly targeting a probabilistic 1% risk of collapse in 50 years. Risk analysis is used to combine with earthquake-caused death, downtime and repair cost to estimate seismic performance of bridges and other structures. For instance, according to [Bazzurro et al,2006], post-main-shock risk is used to make a decision of repairing a building by calculating the probability that aftershock ground motion (demand) will exceed the structural capacity. The goal of this chapter is introducing a method to compute the probabilistic seismic risk for both main-shock and aftershock. Then we can use this to assess risk of specific structure in practice. The core of probabilistic seismic risk analysis includes two parts: couples (1) ground motion hazard analysis for the site of interest; (2) the fragility analysis of the structure (located on that site) with respect to potential ground motion intensities. These two parts have been introduced in last few chapters, so the next step is to combine all information about demand and capacity of the structure to compute the final risk results. 5.1. Main-shock Risk When the damage state is the

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