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 contribution||Experimental study on CLT seismic panel infilled within steel frame|
|Number of pages||12|
|Journal||Journal of Structural and Construction Engineering|
|Publication status||Published - 2021|
ASJC Scopus subject areas
- Building and Construction