Evaluation of the residual capacity of RC structures damaged by earthquakes is necessary in judging the safety level of buildings. This paper proposes a method for evaluating the residual seismic capacity by accounting for differences in member deformation capacities. Within this study, a shake-table test of a 4-story RC structure with shear walls was conducted. The residual seismic capacity of the structure was evaluated and the validity was verified. The results show that the proposed residual capacity evaluation methods were able to capture the general tendency of the experimental results.
|Translated title of the contribution||Post-earthquake capacity evaluation of RC frame structures with multi-story flexural walls|
|Number of pages||11|
|Journal||Journal of Structural and Construction Engineering|
|Publication status||Published - 2021|
ASJC Scopus subject areas
- Building and Construction