鉄骨架構に耐震要素として挿入された CLT の実験による構造特性の検討

Translated title of the contribution: Experimental study on CLT seismic panel infilled within steel frame

Kouji Fukumoto, Marina Kouda, Kazuhito Kubo, Tetsu Usami, Akihisa Kitamori, Yasumasa Miyauchi, Hiroshi Isoda

Research output: Contribution to journalArticlepeer-review

Abstract

Fallowing features of steel frame hybrid structure with CLT infill shear walls have been founded. 1. CLT shear wall reaches compressive or shear failure, and performs to their full structural potential within steel frame. 2. In case of shear failure, decrease in shear force is caused at story deformation angle greater than 1/71 radian. In case of compression failure, decrease of shear force is gradual, and deformation performance is excellent. 3. Rotational deformation is the largest of story deformation of CLT. And the rotational deformation ratio of story deformation tends to increase by aspect ratio (H/L) of CLT.

Translated title of the contributionExperimental study on CLT seismic panel infilled within steel frame
Original languageJapanese
Pages (from-to)1345-1356
Number of pages12
JournalJournal of Structural and Construction Engineering
Volume86
Issue number787
DOIs
Publication statusPublished - 2021
Externally publishedYes

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

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