A Simple Procedure of Seismic Performance Evaluation for  Unreinforced Masonry Buildings in Korea

초록

This study was aimed at analyzing the three-step seismic performance evaluation procedure of Korea Infrastructure Safety Cooperation and proposing a new procedure suitable for unreinforced masonry buildings in Korea. For the study, it was investigated the performance evaluation results of five example URM buildings. First of all, it was found that the performance evaluation procedure for the URM buildings should be different from that for the other structural systems. As a result, a simple procedure of seismic performance evaluation was proposed, which includes elimination of elastic and inelastic push-over analysis and reduction of performance levels and evaluation steps. With the simple procedure, the URM buildings could be evaluated more easily than the other structures. It would be expected that the procedure can provide structural engineers with a simple and easy way to evaluate the seismic performance of the Korean URM buildings. Nevertheless, the procedure must be revised continuously by reflecting new research products for the URM buildings in Korea.

키워드

Unreinforced MasonrySeismic Performance EvaluationPerformance LevelLinear Static ProcedureNonlinear Static Procedure
제목
A Simple Procedure of Seismic Performance Evaluation for  Unreinforced Masonry Buildings in Korea
저자
김태완
발행일
2013-09
유형
Y
저널명
Architectural Research
15
3
페이지
159 ~ 166