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| Auteurs principaux: | , |
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| Format: | Recurso digital |
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Zenodo
2024
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| Sujets: | |
| Accès en ligne: | https://doi.org/10.5281/zenodo.18130938 |
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- For a structural enclosure, seismic testing consumes a lot of resources. The accuracy of obtaining seismic performance through theoretical calculation in the design stage has become the focus of attention. However, the choice of theoretical calculation methods affects the accuracy and timeliness of the structural enclosure's seismic performance analysis. This paper uses the principles of structural seismic analysis to determine the applicability of each theoretical calculation method, including elastic static method, response spectrum method, bottom shear method, nonlinear static method, time history analysis method, energy design method, and random vibration method, to solve the rationality of the selection of seismic performance calculation methods for structural enclosure. The main objective of this paper is to perform a literature review on works done on seismic analysis of structural enclosures.