Earticle

초록

영어

Unreinforced masonry (URM) occupies most of low-rise residential buildings in Korea. In this study, the validation of reliability for the push-over analysis using Midas Gen program has been performed based on the results from domestic experimental research regarding to masonry walls. This study was progressed the evaluation of capacity for domestic existing prototype masonry building, and evaluate seismic fragility curve of URM building. In comparison with existing fragility curves, the damage probability for each model are 1∼5% higher.

목차

Abstract
 1. 서론
 2. 지진취약도 함수
 3. 역량스펙트럼 해석을 통한 취약도 함수 도출
  3.1 해석 모델 및 방법 검증
  3.2 손상도 기준
  3.3 역량스펙트럼 해석을 통한 취약도 함수
 4. 결론
 참고문헌

저자

• 김정현 [ Kim, Jung Hyun | 부산대학교 건축공학과 석사과정 ]
• 오상훈 [ Oh, Sang Hoon | 부산대학교 건축공학과 부교수, 공학박사 ]
• 이상호 [ Lee, Sang Ho | 부산대학교 건축공학과 교수, 공학박사 ]

참고문헌