| Title |
Comparative Review on the Horizontal Strength of Traditional Timber Structures According to Frame Types |
| Authors |
이민위(Lee, Min-Wi) ; 김영민(Kim, Yeong-Min) |
| DOI |
https://doi.org/10.5659/JAIK.2021.37.7.183 |
| Keywords |
Traditional Timber Structure; Frame Types; Horizontal Strength; Review |
| Abstract |
In this study, structural performance of the traditional timber structure is investigated according to the frame types. As a result of reviewing
six previous studies, frame type is divided into 1) Frame joinery method, 2) Column type and 3) Additional members. As a result of
comparing the lateral strength at the limit of damage to the frame(1/120rad), the Mindori type frame was 3.2 times more substantial, and the
Choikgong frame is 1.8 times stronger than the Jangyeo type frame. Based on the common frame, the tall frame is 2.2 times stronger. And,
Pyeongbang added frame is 3.5 times larger and infilled wall added frame is 7.8 times larger than the basic frame consisted with Changbang
and columns. There are 4 types of frame loading test specimens in the previous studies, a) single frame, b) multiple frame, c) two frame
single frame, and d) partial frame. In addition, vertical load, joinery condition, and buried length per bay are confirmed as experimental
variables that correlate with the lateral resistance performance of the frame. |