2020
DOI: 10.1061/(asce)st.1943-541x.0002568
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A Performance-Based Wind Engineering Framework for Envelope Systems of Engineered Buildings Subject to Directional Wind and Rain Hazards

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Cited by 31 publications
(34 citation statements)
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“…Pioneered by the Pacific Earthquake Engineering Research (PEER) center (Porter, 2003), frameworks for probabilistic performance-based earthquake engineering have been widely adopted as the basis for developing frameworks for PBWE. The current work is developed based on the recently proposed PBWE framework outlined by Ouyang and Spence (2020), the implementation of which enables the estimation of probabilistic building envelope performance metrics of interest to stakeholders (e.g., expected repair costs, expected water ingress) based on a nominal description of the hurricane hazard. In particular, as detailed in Ouyang and Spence (2020), the framework is based on characterizing performance through solving the following probabilistic integral:…”
Section: The Performance-based Wind Engineering Settingmentioning
confidence: 99%
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“…Pioneered by the Pacific Earthquake Engineering Research (PEER) center (Porter, 2003), frameworks for probabilistic performance-based earthquake engineering have been widely adopted as the basis for developing frameworks for PBWE. The current work is developed based on the recently proposed PBWE framework outlined by Ouyang and Spence (2020), the implementation of which enables the estimation of probabilistic building envelope performance metrics of interest to stakeholders (e.g., expected repair costs, expected water ingress) based on a nominal description of the hurricane hazard. In particular, as detailed in Ouyang and Spence (2020), the framework is based on characterizing performance through solving the following probabilistic integral:…”
Section: The Performance-based Wind Engineering Settingmentioning
confidence: 99%
“…It is important to observe that the straight and stationary nature of the nominal hurricane enables existing models to be used for representing the stochastic wind pressures on the building envelope, e.g., those outlined in Ouyang and Spence (2020). However, these models cannot be used to represent the stochastic wind pressures in full hurricanes due to their nonstationary and non-straight nature.…”
Section: Hurricane Representationsmentioning
confidence: 99%
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“…(1) for each limit state using simulation-based methods. In particular, an efficient stochastic simulation scheme based on conditional simulation [8] was developed to address the computational challenges associated with direct Monte Carlo simulation, especially when the reliability index of interest is associated with small failure probabilities, i.e., is in the tail of the distribution, which usually requires very large sample sizes if reasonable accuracy is to be achieved. This conditional simulation scheme is based on partitioning the wind hazard curve into a set of mutually exclusive and collectively exhaustive events, thereby enabling unbiased and high fidelity estimation of small failure probabilities (e.g., 10 -6 ) from small sample sets through the total probability theorem.…”
Section: Efficient Reliability Assessment Framework For Inelastic Wind Excited Systemsmentioning
confidence: 99%
“…The FEMA P-58 Seismic Performance Assessment of Buildings guidelines (FEMA, 2018b), which leverages research by the Pacific Earthquake Engineering Research (PEER) center and other groups, established a comprehensive methodology with explicit damage and consequence models that rigorously incorporate uncertainties in earthquake hazards and their damaging effects (Moehle and Deierlein, 2004;Krawinkler and Miranda, 2004). Continuing efforts are underway to improve and extend comprehensive performance-based methods for the design and assessment of facilities to hurricanes, tsunamis and other hazards (e.g., Barbato et al, 2013;Lange et al, 2014;Bernardini et al, 2015;Attary et al, 2017;Ouyang and Spence, 2020).…”
Section: Performance-based Engineering Frameworkmentioning
confidence: 99%