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Study on a new structural wall system with metallic dampers

  • Ming Fang
  • , Shuo Xing
  • , Zhipeng Li
  • , Miao Zhang
  • , Jian Wang*
  • *Corresponding author for this work
  • Harbin Engineering University
  • School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

A new structural wall system has been proposed to enhance the seismic performance of reinforced concrete walls. The new wall system is slotted vertically along the central axis unlike the conventional reinforce concrete wall. Metallic plates, featuring a series of parallel diamond-shaped holes, are strategically employed to connect the two inner sides of the slit wall. To further enhance ductility and energy dissipation capacity, a yielding scheme has been specifically designed for the metallic plates. The configuration and design methodology of the slit wall are established according to its lateral deformation. Finally, numerical simulations are conducted to validate the design method of the metallic damper and the slit wall. The analysis results have shown that the new structural wall system can achieve a desirable performance of energy dissipation.

Original languageEnglish
Pages (from-to)357-367
Number of pages11
JournalEarthquake and Structures
Volume28
Issue number4
DOIs
StatePublished - Apr 2025
Externally publishedYes

Keywords

  • energy dissipation
  • high ductility
  • metallic damper
  • reinforced concrete wall
  • slit wall

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