| Title |
An Evaluation Scheme of Torsional Irregularity for Seismic Design of Hanok |
| DOI |
https://doi.org/10.5659/JAIK_SC.2019.35.10.191 |
| Keywords |
Hanok; Torsional Irregularity; Seismic Design; Eccentricity |
| Abstract |
In this paper the evaluation scheme for determining torsional irregularity of Hanok has been proposed. The proposed method can evaluate
torsional irregularity of Hanok easily only with characteristics of Hanok shapes, arrangement of lateral load resisting frames and their lateral
stiffness without time consuming and complicate 3-dimensional structural analysis. The proposed formula is expressed as allowable maximum
eccentricity, and torsional irregularity is evaluated by comparing this value with actual eccentricity. The applicability of the proposed scheme
was evaluated by applying it to the line shape plan Hanok with two symmetrically arranged walls and the result was expressed by formula
and graph. The results showed that the allowable maximum eccentricity is 10% of plan dimension perpendicular to the seismic load when the
walls are placed at the extreme end. The proposed formula was expressed as a generalized formula so it can be applied generally to the
various plan shape and wall arrangement of Hanok. |