| Title |
Review on the Structural Performance of Hanok Focused on Frame Arrangement Method |
| Authors |
이민위(Lee, Min-Wi) ; 김영민(Kim, Yeong-Min) |
| DOI |
https://doi.org/10.5659/JAIK.2021.37.8.165 |
| Keywords |
Hanok; Frame Arrangement; Structural Performance |
| Abstract |
In this study, structural performance of Hanok’s frame according to the frame arrangement is analyzed. As a result of considering six
previous studies, frame arrangement can be classified into 1) Frame direction and 2) Frame position. Frame direction is divided into the
purlin-direction and the beam-direction, and frame position is divided into the upper part of common column and corner column. As a result
of comparing the lateral strength at the damage limit of the frame(1/120rad), beam-direction frame is 1.3 times stronger than the
purlin-direction frame. In addition, the common column partial frame is 1.3 times stronger than the corner column partial frame. In previous
studies, structural performance analysis methods include the nonlinear hysteresis model, finite element analysis, partial frame spring factor, and
capacity estimation equation. |