HIGHLIGHTS
- What: The main reason for the earthquake damage to the new brick timber structures was the lack of effective connection between the vertical and horizontal walls, roofs, and walls, resulting in cracks in the vertical and horizontal walls and cracks under the purlins. The amplification effect of ground motion and the hanging wall effect of the fault caused by the thick loess basin and slope site were the main reasons for the aggravation of the seismic damage to the residential buildings. This study has reference significance for local site selection, building structure selection, plane layout, increasing seismic . . .

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