Earticle

초록

영어

The purpose of this study was to analyze and compare the inelastic behavior of the standard 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 result shows that the seismic capacity of pure frame building is 76% of design base shear of KBC2009 but considering infilled masonry wall the same building has 3.5-6.58 times the shear strength in longitudinal direction and 4.03-5.66 times in short direction according to infilled wall shear strength. Plastic hinges in short direction are first produced in masonry walls, but plastic hinges in longitudinal direction are appeared in frame members.

목차

Abstract
 1. 서론
  1.1 연구의 목적
  1.2 연구의 방법 및 절차
 2. 비보강 조적벽의 모델링
  2.1 비보강 조적벽의 파괴모드
  2.2 비보강 조적벽체의 해석모델
 3. 비탄성 해석
  3.1 대상건물의 선정
  3.2 해석방법
  3.3 해석결과
 4. 결론
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저자

• 윤태호 [ Yoon, Tae-Ho | 창원대 건축공학과 교수, 공학박사 ] 교신저자

참고문헌