The purpose of this study is to apply performance-based seismic design guideline to high-rise shear wall building. According to PEER TBI Guideline, the building is evaluated whether it satisfies the performance objectives which is to be capable of elastic response under Service Level shaking having a return period of 43years and to withstand Maximum Considered Earthquake shaking with prevention collapse.

• 이민희(㈜창민우구조컨설탄트, 사원, 공학석사) | Lee, Minhee
• 이동철(㈜창민우구조컨설탄트, 대리, 공학석사) | Lee, Dong-Chul
• 김태진(㈜창민우구조컨설탄트, 사장, 공학박사 , 건축구조기술사) | Kim, Taejin 교신저자
• 김종호(㈜창민우구조컨설탄트, 대표이사, 공학석사, 건축구조기술사) | Kim, Jong-Ho