Vibration mechanisms and controls of long-span bridges: a review

Y Fujino, D Siringoringo - Structural Engineering International, 2013 - Taylor & Francis
Dynamic performance is an important consideration in long-span bridge design. Owing to its
flexibility and low damping, various types of vibration from different sources of excitation …

Advances in the development of pseudo‐negative‐stiffness dampers for seismic response control

H Iemura, MH Pradono - … Monitoring: The Official Journal of the …, 2009 - Wiley Online Library
Pseudo‐negative‐stiffness dampers or PNS dampers are controlled variable dampers that
produce negative‐stiffness hysteretic loops. Negative‐stiffness hysteretic loops are …

Seismic reliability of a cable-stayed bridge retrofitted with hysteretic devices

F Casciati, GP Cimellaro, M Domaneschi - Computers & Structures, 2008 - Elsevier
This study evaluates the fragility curves of a cable-stayed bridge by an analytical approach
based on time history analysis. The presentation of the vulnerability information in the form …

Hybrid control strategy for seismic protection of a benchmark cable-stayed bridge

KS Park, HJ Jung, IW Lee - Engineering Structures, 2003 - Elsevier
This paper presents a hybrid control strategy for seismic protection of a benchmark cable-
stayed bridge, which is provided as a testbed structure for the development of strategies for …

[PDF][PDF] 旋转柔性梁系统振动频响特性分析及振动抑制

邱志成 - 振动与冲击, 2008 - oss.jishulink.com
航天器挠性附件或柔性机器人等柔性旋转梁系统的模态阻尼小, 由于扰动, 或者在调姿及转动时,
大幅值的振动将持续很长时间, 这将影响系统的稳定性和指向精度, 因此, 必须对振动进行主动 …

[PDF][PDF] 基于非线性随机最优控制的大跨度斜拉桥地震响应Benchmark 问题研究

余友熙, 刘中华, 余香林, 王守强 - 振动与冲击, 2016 - core.ac.uk
大跨度斜拉桥Benchmark 问题的振动控制研究是当前国际结构控制研讨会的重要议题之一.
以美国Bill Emerson Memorial 斜拉桥第二阶段Benchmark 模型为研究对象 …

Earthquake ground motion spatial variation effects on seismic response control of cable-stayed bridges

SE Abdel Raheem, T Hayashikawa, U Dorka - 構造工学論文集 A, 2009 - jlc.jst.go.jp
The spatial variability of the input ground motion at the supporting foundations plays a key
role in the structural response of flexible long span bridges such as cable-stayed and …

[PDF][PDF] Lyapunov 알고리즘을이용한교량구조물의무선진동제어

허광희, 김충길, 전승곤, 안의종, 이진옥 - 한국구조물진단유지관리 …, 2011 - bissys.org
본 논문은 외부의 하중에 따른 유해 진동에 쉽게 반응하는 장· 대형 교량 구조물을
제어하고자연구를 진행하였다. 일반적으로 장· 대형의 교량 구조물의 진동제어를 위하여 …

[引用][C] 大跨桥梁结构电磁驱动AMD 系统输入电压的在线控制研究

何敏, 王建国 - 振动与冲击, 2008

[引用][C] 地震激励下斜拉桥电磁驱动AMD 主动控制系统的系统参数优化

何敏, 王建国 - 振动与冲击, 2008