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Research on seismic performance of a new type energy dissipating coupling beam damper

  • M. Liu
  • , L. F. Zheng
  • , L. Q. Wang
  • School of Civil Engineering, Harbin Institute of Technology
  • Ltd.

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Coupling beam is a very important component in shear wall structure. However, the reinforced concrete coupling beam does not have an efficient energy dissipation capacity and a stable hysteretic behavior. A new type energy-dissipating coupling beam is proposed in the paper, which has a large energy dissipation capacity and a stable hysteretic behavior. It can be constructed and repaired easily. Models with different shapes were established in a Finite Element Analysis program to simulate the performance of the damper. The hysteretic behaviors of the damper were also numerical analyzed.

Original languageEnglish
Title of host publicationActive and Passive Smart Structures and Integrated Systems XII
EditorsJae-Hung Han, Alper Erturk
PublisherSPIE
ISBN (Electronic)9781510616868
DOIs
StatePublished - 2018
Externally publishedYes
EventActive and Passive Smart Structures and Integrated Systems XII 2018 - Denver, United States
Duration: 5 Mar 20188 Mar 2018

Publication series

NameProceedings of SPIE - The International Society for Optical Engineering
Volume10595
ISSN (Print)0277-786X
ISSN (Electronic)1996-756X

Conference

ConferenceActive and Passive Smart Structures and Integrated Systems XII 2018
Country/TerritoryUnited States
CityDenver
Period5/03/188/03/18

Keywords

  • Damper
  • energy-dissipating coupling beam
  • hysteretic behavior

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