Version 1
: Received: 18 September 2024 / Approved: 18 September 2024 / Online: 18 September 2024 (11:12:51 CEST)
How to cite:
Sheng, Y.; Yang, Z.; Meng, Y.; Jia, B. Study on the Design of a New Three-Dimensional Seismic Isolation Bearing Based on Improved Genetic Algorithm for Bridge Engineering. Preprints2024, 2024091387. https://doi.org/10.20944/preprints202409.1387.v1
Sheng, Y.; Yang, Z.; Meng, Y.; Jia, B. Study on the Design of a New Three-Dimensional Seismic Isolation Bearing Based on Improved Genetic Algorithm for Bridge Engineering. Preprints 2024, 2024091387. https://doi.org/10.20944/preprints202409.1387.v1
Sheng, Y.; Yang, Z.; Meng, Y.; Jia, B. Study on the Design of a New Three-Dimensional Seismic Isolation Bearing Based on Improved Genetic Algorithm for Bridge Engineering. Preprints2024, 2024091387. https://doi.org/10.20944/preprints202409.1387.v1
APA Style
Sheng, Y., Yang, Z., Meng, Y., & Jia, B. (2024). Study on the Design of a New Three-Dimensional Seismic Isolation Bearing Based on Improved Genetic Algorithm for Bridge Engineering. Preprints. https://doi.org/10.20944/preprints202409.1387.v1
Chicago/Turabian Style
Sheng, Y., Yu Meng and Bin Jia. 2024 "Study on the Design of a New Three-Dimensional Seismic Isolation Bearing Based on Improved Genetic Algorithm for Bridge Engineering" Preprints. https://doi.org/10.20944/preprints202409.1387.v1
Abstract
(1) Background: In most cases, passive isolation control methods are commonly used for the seismic isolation design of bridge engineering. However, for passive seismic isolation devices, due to their non-adjustable performance parameters, it is challenging to achieve a good seismic isolation effect for structures under random and variable seismic loads in the wide frequency range of 0 Hz to 20 Hz; (2) Methods: the sensitivity of the design parameters of the seismic isolation bearing was analyzed using the optimization center gradient method, and an improved genetic algorithm was employed to quickly optimize and obtain the optimal design parameters; (3) Results: the effectiveness of the three-dimensional seismic isolation bearing was validated through experiments. (4) Conclusions: The multi-factor sensitivity analysis approach used in this study for designing novel isolation bearings is applicable not only to seismic design in bridges but also serves as a reference for parameter design in isolation bearings requiring medium to high precision in seismic performance.
Keywords
three-dimensional seismic isolation bearing; bridge engineering; sensitivity of the design parameters; improved genetic algorithm; good seismic isolation effect
Subject
Engineering, Civil Engineering
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
