Seismic performance of structures incorporating magnetorheological dampers with pseudo-NEGATIVE STIFFNESS-Reference-Cited by-同舟云学术

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Seismic performance of structures incorporating magnetorheological dampers with pseudo-NEGATIVE STIFFNESS

Published:2011-12-07 Issue:3 Volume:20 Page:405-421
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct. Control Health Monit.

Author:

Wu Bin¹,Shi Pengfei¹,Ou Jinping

Affiliation:

1. School of Civil Engineering; Harbin Institute of Technology; Harbin; 150090; China

Publisher

Wiley

Subject

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

Reference29 articles.

1. Passive and semi-active seismic response control of a cable-stayed bridge;Iemura;Journal of Structural Control,2002

2. Advances in the development of pseudo-negative-stiffness dampers for seismic response control;Iemura;Structural Control and Health Monitoring,2009

3. Application of pseudo-negative stiffness control to the benchmark cable-stayed bridge;Iemura;Journal of Structural Control,2003

4. Negative stiffness characteristics of active and semi-active control systems for stay cables;Li;Structural Control and Health Monitoring,2008

5. Vibration control of stay cables of the Shandong Binzhou Yellow River highway bridge using magnetorheological fluid dampers;Li;Journal of Bridge Engineering,2007

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