Temperature effect analysis of viscoelastic damper and magnetorheological damper for vibration control of stayed-cable-Reference-Cited by-同舟云学术

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Temperature effect analysis of viscoelastic damper and magnetorheological damper for vibration control of stayed-cable

Published:2014-05-27 Issue: Volume: Page:2167-2175
ISSN:
Container-title:Bridge Maintenance, Safety, Management and Life Extension
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Author:

Khan I,Shan D,Bhatti A

Publisher

CRC Press

Reference14 articles.

1. Impact Response Analysis of Prototype RC Girders with Sand Cushion Using Equivalent Fracture Energy Concept

2. An application of impact-response analysis on small-scale RC arch-type beams without stirrups

3. Seismic Analysis of Structures

Cited by 6 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. An overview of 3D laser scanning techniques and application on digitization of historical structures;Innovative Infrastructure Solutions;2021-07-17

2. Influence of Temperature on the Dynamic Characteristics of Structures with Viscoelastic Dampers;Journal of Structural Engineering;2019-02

3. Structural health monitoring of single degree of freedom flexible structure having active mass damper under seismic load;Innovative Infrastructure Solutions;2018-04-03

4. Experimental study and numerical simulation on a new type of viscoelastic damper with strong nonlinear characteristics;Structural Control and Health Monitoring;2016-06-21

5. Temperature Effect on Continuous Modal Parameter Identification of Cable Stayed Bridge;IABSE Reports;2015

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