2014
DOI: 10.1016/j.engstruct.2013.12.033
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Earthquake early warning application to buildings

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Cited by 25 publications
(17 citation statements)
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“…During the last decade, in order to increase the efficiency of EEWSs, an end-to-end approach where the concept of early warning was coupled with the expected structural performance has been under development (e.g., [ 19 ]). Following this approach, early warning, structural analysis, and damage and loss analyses are combined within a performance-based framework upon which a decision-making procedure can be established (e.g., [ 20 , 21 ]). Exploiting the computational power of modern sensing units, such as those used in the MPwise units, the implementation of this concept can be transferred to each unit, following a decentralized performance-based early warning scheme (see [ 6 ] Figure 4 ).…”
Section: Applications: Earthquake Early Warning In Kyrgyzstanmentioning
confidence: 99%
“…During the last decade, in order to increase the efficiency of EEWSs, an end-to-end approach where the concept of early warning was coupled with the expected structural performance has been under development (e.g., [ 19 ]). Following this approach, early warning, structural analysis, and damage and loss analyses are combined within a performance-based framework upon which a decision-making procedure can be established (e.g., [ 20 , 21 ]). Exploiting the computational power of modern sensing units, such as those used in the MPwise units, the implementation of this concept can be transferred to each unit, following a decentralized performance-based early warning scheme (see [ 6 ] Figure 4 ).…”
Section: Applications: Earthquake Early Warning In Kyrgyzstanmentioning
confidence: 99%
“…The expected peak floor acceleration is calculated based on the EEW information, a ground motion prediction equation, and a lumped-mass building model. In contrast, Cheng et al (2014) conducted a study on elevator control that used a performance-based earthquake engineering framework and receiver operating characteristic (ROC) analysis. Their study presents a probability-based approach that utilizes data from the California Strong Motion Instrumentation Program database.…”
Section: Introductionmentioning
confidence: 99%
“…Recent studies have shown that predicting wave propagation in a building is feasible when using data collected from a seismometer outside of it (Snieder and Safak, 2006;Picozzi et al, 2011;Picozzi, 2012;Cheng et al, 2014). In this case, the earliest part of the response is simulated by assuming a vertically propagating shear wave, and the later portion is found using mode shapes derived from a beam model.…”
Section: Damage Forecasting-based Alarms and Risk Analysesmentioning
confidence: 99%
“…Although the simulation of the shaking of a building at different floors can be realized by continuum structural models such as the shear beam model or the Timoshenko beam model (e.g., Cheng et al, 2014), for simple structures where the fundamental translational mode of vibration dominates, the shaking of the structure at the top floor can be simulated by implementing a recursive calculation of the acceleration and/or of the displacement that a single degree of freedom would experience at the same instant (e.g., Lee, 1990). This approach is reasonable for low-to-moderate height structures (∼1-5 stories) where the wave propagation time is much shorter than the impulse duration of the incoming (strong) ground motion.…”
Section: Real-time Forecasting Of Motion Using Simplified Building Momentioning
confidence: 99%
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