Structural seismic damage and loss assessments using a multi-conditioning ground motion selection approach based on an efficient sampling technique

Ghotbi, Abdoul R.; Taciroğlu, Ertuǧrul

doi:10.1007/s10518-020-01016-6

Cited by 5 publications

(1 citation statement)

References 37 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…It is a masonry structure of a residential building with three stories and six degrees of design intensity in site class III with 89-code. Ghotbi and Taciroglu [35] indicated that the Latin hypercube method has a better effect than the Monte Carlo method under the same number of samplings via studying the damage analysis of a normal 4-story non-ductile reinforced concrete structure when selecting seismic ground motion sets.…”

Section: Sampling Of Ground Motion Parametersmentioning

confidence: 99%

A Structure Economic Loss Optimization Method with the Uncertainty of Ground Motion Amplitude for Chinese Masonry Building

Zhao

Liu³

2022

Sustainability

View full text Add to dashboard Cite

In the catastrophe insurance industry, it is impractical for a catastrophe model to simulate millions of sites’ environments in a short time. Hence, the attenuation relation is often adopted to simulate the ground motion on account of calculation speed, and both ground motion expectations and uncertainties must be calculated. Due to the vulnerability curves of our model being based on simulations with a large number of deterministic ground motions, it is necessary but not efficient for loss assessment to analyze all possible ground motion amplitudes and their corresponding loss rates. This paper develops a simplified method to rapidly simulate loss expectations and uncertainties. In this research, Chinese masonry buildings are the focus. The result shows that the modified method gives accurate loss results quickly.

show abstract

Section: Sampling Of Ground Motion Parametersmentioning

confidence: 99%