| 수록사항 |
한국공간구조학회지 , Vol. 20, No. 4 (통권 82호)(2020-12) |
| 주제어 |
; Seismic loading; Non-bearing wall; Finite element analysis; Wall connection system; Damping device |
| 요약2 |
Generally the non-bearing walls in apartment buildings in Korea are not considered as a lateral force resisting members for the design consideration. This engineering practice caused large crack damages and brittle fractures of the non-bearing walls when subjected to Pohang earthquakes in 2017 since those have not been designed for seismic loading. In this study, finite element analysis was conducted for slot type non-bearing wall connection system to reduce damages and concentrate damages to the designated damping device through separation from the structural wall members. Steel plate and dowel bar systems designed for the dissipation of seismic energies were modeled and analyzed to investigate the damage reductions. Finally, the test result and the analysis result were compared and verified. |
