期刊文献+

Nonlinear response of a multidirectional negative-stiffness isolation system via semirecursive multibody dynamic approach

原文传递
导出
摘要 This paper investigates an innovative negative-stiffness device(NSD)that modifies the apparent stiffness of the supported structure for seismic isolation.The NSD comprises a lower base on the bottom and a cap on the top,together with a connecting rod,vertical movable wall,and compressed elastic spring,as well as circumferentially arranged,pretensioned external ropes,and inclined shape memory wires.This configuration can deliver negative stiffness and energy dissipation in any direction within the horizontal plane.A numerical model of the device is developed through a two-step semirecursive method to obtain the force–displacement characteristic relationship.Such a model is first validated through comparison with the results obtained via the commercial software ADAMS.Finally,a large parametric study is performed to assess the role and the influence of each design variable on the overall response of the proposed device.Useful guidelines are drawn from this analysis to guide the system design and optimization.
出处 《International Journal of Mechanical System Dynamics》 EI 2024年第3期258-277,共20页 国际机械系统动力学学报(英文)
基金 RETURN Extended Partnership,Grant/Award Number:D.D.1243 PE0000005 China Scholarship Council,Grant/Award Number:202206050096 PRIN 2022,Grant/Award Number:2022TH5HC2 PRIN 2022 PNRR,Grant/Award Number:P20227KKF5。
  • 相关文献

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部