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The invention discloses a method for improving the anti-seismic property of a self-resetting assembly type double-column pier. The method comprises the steps that different damping parameters and different viscous damper arrangement schemes are set, the optimal damping parameters and the optimal arrangement scheme are selected by comparing the numerical value conditions of hysteretic energy consumption, bearing capacity and the like under different working conditions, and thus the anti-seismic performance of the self-resetting assembly type double-column pier is improved.
本发明公开了一种提高自复位装配式双柱墩抗震性能的方法，包括：设置了不同的阻尼参数和不同的粘滞阻尼器布置方案，通过对比不同工况下的滞回耗能、承载能力等数值情况，选取最优的阻尼参数和最佳的布置方案，用以提高自复位装配式双柱墩的抗震性能。
The invention discloses a method for improving the anti-seismic property of a self-resetting assembly type double-column pier. The method comprises the steps that different damping parameters and different viscous damper arrangement schemes are set, the optimal damping parameters and the optimal arrangement scheme are selected by comparing the numerical value conditions of hysteretic energy consumption, bearing capacity and the like under different working conditions, and thus the anti-seismic performance of the self-resetting assembly type double-column pier is improved.
本发明公开了一种提高自复位装配式双柱墩抗震性能的方法，包括：设置了不同的阻尼参数和不同的粘滞阻尼器布置方案，通过对比不同工况下的滞回耗能、承载能力等数值情况，选取最优的阻尼参数和最佳的布置方案，用以提高自复位装配式双柱墩的抗震性能。
Method for improving anti-seismic property of self-resetting assembly type double-column pier
一种提高自复位装配式双柱墩抗震性能的方法
YAN BOHAO (author)
2021-06-04
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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