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논문검색

조적벽의 영향을 고려한 표준학교건물의 3차원 비탄성거동

원문정보

3 Dimensional Inelastic Behavior of Standard School Buildings with Masonry Walls

윤태호

피인용수 : 0(자료제공 : 네이버학술정보)

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
 참고문헌

저자정보

  • 윤태호 Yoon, Tae-Ho. 창원대 건축공학과 교수, 공학박사

참고문헌

자료제공 : 네이버학술정보

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