Abstract
The intensity and/or frequency of hurricane storms may change due to the impact of potential climate change. This paper presents a probabilistic framework to assess the hurricane damage to residential constructions considering the non-stationarity and correlation in hurricane actions. The framework includes a non-stationary Poisson process of hurricane occurrence, a failure rate function of hurricane damage, and explicit formulas for evaluating the mean and variance of annual hurricane damage. The framework is illustrated using a case study of Miami-Dade County, Florida, where the current probabilistic models of hurricane intensity and occurrence rate were estimated by examining hurricane history in this area. The impacts of time-variant hurricane intensity and time-variant hurricane frequency on building damage are assessed individually using the developed framework. The paper also investigates the effects of correlation in hurricane wind speeds on hurricane damage.
Original language | English |
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Pages (from-to) | 108-117 |
Number of pages | 10 |
Journal | Structural Safety |
Volume | 59 |
DOIs | |
Publication status | Published - Mar 2016 |
Externally published | Yes |
Keywords
- Climate change
- Correlation in wind speeds
- Damage assessment
- Hurricane
- Structural reliability
- Time-variant frequency
- Time-variant intensity