کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
307523 | 513372 | 2015 | 8 صفحه PDF | دانلود رایگان |
• Structural reliability using First-Order Reliability Methods.
• Building portfolio seismic risk assessment.
• Seismic portfolio loss.
• Seismic retrofit prioritization.
The aggregate loss to a portfolio of buildings given a seismic event is of interest to parties such as insurance companies, developers, political organizations and community planners. Regional level estimations tend to be more complex than site-specific assessments due to the correlation that exists between the performances of spatially distributed buildings within a single hazard. This paper presents a new reliability-based approach to quantify seismic risk for a portfolio of buildings, while incorporating this correlation. The proposed framework uses the First-Order Reliability Method (FORM) to evaluate a probability distribution of loss for a suite of spatially distributed buildings. It is applied to a San Francisco neighborhood building inventory to estimate the distribution of total repair cost given a scenario earthquake and prioritize cost-effective retrofit schemes in terms of reducing portfolio loss. The information provided by using the proposed method is expected to facilitate more efficient risk management and mitigation decision-making.
Journal: Structural Safety - Volume 52, Part A, January 2015, Pages 113–120