Mechanical behavior of magnetorheological dampers after long-term operation in a cable vibration control system-Reference-Cited by-同舟云学术

Mechanical behavior of magnetorheological dampers after long-term operation in a cable vibration control system

Published:2018-10-19 Issue:1 Volume:26 Page:e2280
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct Control Health Monit

Author:

Wang Wenxi¹²^ORCID,Hua Xugang¹,Wang Xiuyong³,Wu Jiali³,Sun Hongxin³,Song Gangbing²^ORCID

Affiliation:

1. Key Laboratory for Bridge and Wind Engineering of Hunan Province, College of Civil Engineering; Hunan University; Changsha China

2. Department of Mechanical Engineering; University of Houston; Houston Texas USA

3. Hunan Provincial Key Laboratory of Structures for Wind Resistance and Vibration Control; College of Civil Engineering, Hunan University of Science and Technology; Xiangtan China

Funder

National Key Basic Research Program of China (‘973’ Project)

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/stc.2280/fullpdf

Reference35 articles.

1. Optimal dynamic inversion-based semi-active control of benchmark bridge using MR dampers;Ali;Struct Control Health Monit,2009

2. Smart base-isolated benchmark building. Part II: phase I sample controllers for linear isolation systems;Nagarajaiah;Struct Control Health Monit,2006

3. Amplitude and frequency independent cable damping of Sutong Bridge and Russky Bridge by magnetorheological dampers;Weber;Struct Control Health Monit,2015

4. Experimental study and modeling of a novel magnetorheological elastomer isolator;Yang;Smart Mater Struct,2013

5. A design approach for semi-active and smart base-isolated buildings;Li;Struct Control Health Monit,2006

Cited by 57 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. In-situ detection of cable MR damper failures using cable substructure vibration displacements under unknown wind loads;Engineering Structures;2024-11

2. Adaptive semiactive control of structure with magnetorheological dampers using wavelet packet transform;Advances in Structural Engineering;2024-05-15

3. Damping enhancement of nodal modes for stay cables using a single-sided pounding tuned mass damper (SS-PTMD);Engineering Structures;2024-04

4. Time-delay feedback control of a suspended cable driven by subharmonic and superharmonic resonance;Chaos, Solitons & Fractals;2024-04

5. Dual-stage theoretical model of magnetorheological dampers and experimental verification;Smart Materials and Structures;2024-03-20