Proceedings of the VII European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS Congress 2016) 2016
DOI: 10.7712/100016.2229.11993
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Performance Based Earthquake Assessment of an Industrial Silos Structure and Retrofit With Sliding Isolators

Abstract: Abstract. Recent seismic events pointed out the high vulnerability of existing industrial facilities, stressing on safety and high losses inherent to interruption of economic activities and release of environmentally hazardous materials. These structures often have irregular geometry and structural configuration, are subject to aging and corrosion, and are designed without specific performance-based or seismic design criteria. Due to these inherent complexities, retrofit using friction isolators can be a viabl… Show more

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Cited by 4 publications
(5 citation statements)
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“…The drift hazards of the original design and Retrofit Design A are close when θ max is less than 0.6%. Assuming that the occurrence of earthquakes follows a Poisson process, [57] the probability of exceeding the designated damage states over t years can be computed by using Equation (5). The results for a period of 50 years are presented in Table 8.…”
Section: Seismic Risk and Restoration Analysismentioning
confidence: 99%
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“…The drift hazards of the original design and Retrofit Design A are close when θ max is less than 0.6%. Assuming that the occurrence of earthquakes follows a Poisson process, [57] the probability of exceeding the designated damage states over t years can be computed by using Equation (5). The results for a period of 50 years are presented in Table 8.…”
Section: Seismic Risk and Restoration Analysismentioning
confidence: 99%
“…Seismic damages were observed both in structural and nonstructural components such as column supports, girders, mechanical equipment, piping systems, and storage racks. The resulting consequences ranged from the complete collapse to temporarily shut down and included a high likelihood of triggering uncontrolled fires and possible environmental damage . Electric power system is an essential part in an urban community.…”
Section: Introductionmentioning
confidence: 99%
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“…This would decouple the definition of the action from the evaluation of the response, and render the seismic input not strictly structure-specific. A major drawback of using unscaled GMs is that a higher number of records need to be used.The project focus is on the assessment of the structural behavior [38] and on proposing retrofit solutions [39], and the interest is on capturing the mean response. To achieve this goal at least 7 GMs are needed but, considered the high variation of the selected GMs (Approach n.1) a higher number of GMs is to be preferred, at least 11 GMs.…”
Section: Conclusion and Recommendationsmentioning
confidence: 99%