Earticle

초록

영어

The purpose of this study is to confirm and compare the inelastic behavior of the existing school buildings considering infilled masonry walls. Pushover analysis method is used to evaluate the elastic and inelastic response of standard school building. Infilled masonry walls are usually considered as non-structural elements in structural analysis and design, but the behavior of school building considering infilled masonry walls is quite different and the influence of the masonry wall should be included. The results show that the seismic capacity of pure frame building is 0.76 times design base shear of KBC2005 but considering infilled masonry wall the same building has the overstrength factor of 2.82～5.10 according to infilled wall shear strength in short direction and of 1.62 regardless of infilled wall shear strength in long direction.

목차

Abstract
 1. 서 론
 2. 비보강 조적벽체의 전단내력
  2.1 조적벽체의 파괴모드
  2.2 비보강 조적조 국내기준
  2.3 비보강 조적조 FEMA 273
 3. 조적 끼움벽을 고려한 기존 학교 건물의 비탄성 거동의 특성 및 검토
  3.1 비탄성 해석법의 검증
  3.2 대상건물의 선정
  3.3 단변방향 해석결과
  3.4 장변방향 해석결과
 4. 결 론
 참고문헌

저자

• 황성록 [ Hwang, Sung-Rok | 도화구조ENG, 공학석사 ]
• 김진상 [ Kim, Jin-Sang | 인제대학교 건축학과, 공학박사 ]
• 윤태호 [ Yoon, Tae-Ho | 창원대학교 건축학부, 공학박사 ] 교신저자

참고문헌