| Title |
Resistance Moment Capacity of Traditional Wooden Frame’s Wall using Brick |
| Authors |
황종국(Hwang, Jong-Kook) ; 권양희(Kwon, Yang-Hee) ; 한동완(Han, Dong-Wan) |
| DOI |
https://doi.org/10.5659/JAIK.2020.36.6.185 |
| Keywords |
Traditional wooden frame; Earthquake; Shear wall; Brick; Cement; Resistance moment capacity |
| Abstract |
The purpose of this study was to suggest a method to determine the resistance moment capacity of a newly constructed Hanok wall made of
cement brick and burnt brick. We distinguished traditional building frame types using bricks. The standard wall size was determined for the
purpose of judging the size of the divided timber frame of each frame type. The resistive moment of wall for each length and height were
calculated based on the 0.5B length stacking. When the bricks were stacked side up and double stacked side up, and burnt bricks were used,
the coefficients that can compare the 0.5B length stacking method and the resistance moment capacity were determined. The test was
performed by cyclic protocol having maximum displacement ratio of 5.0%. |