Earticle

초록

영어

On this study, we chose test studies about shear capacity valuation of un-reinforced masonry wall as analyze object. And in existing test model, we verified the feasibility through comparing and analyzing the load-displacement relationship test data with analyzed data using ANSYS, general purpose finite element analysis program. Also, we will present the basic data about shear behavior of un-reinforced Masonry wall through evaluating main factors that affect to shear behavior of un-reinforced masonry wall and shear strength, comparing and analyzing with aspect ratio, vertical axial stress and actual size of un-reinforced masonry wall by main factors.

목차

Abstract
 1. 서론
 2. 비보강 조적조 구조물의 유한요소 해석모델
 3. 비보강 조적벽체의 이론식에 의한 전단거동 분석
 4. 비보강 조적벽체의 비선형 유한요소 해석
  4.1 해석대상 실험체 개요
  4.2 모델링 요소
  4.3 비보강 조적벽체의 해석
 5. 기존 실험결과와 해석결과의 비교․분석
  5.1 해석에 대한 신뢰성 검토
  5.2 주응력 분포
  5.3 힘-변위 관계
  5.4 시험체 별 전단응력
  5.5 시험체 별 Rocking 내력식의 비교･분석
 6. 결론
 참고문헌

키워드

비보강 조적벽체 전단내력 형상비 축응력 유한요소해석 파괴모드 Push-over Unreinforced Masonry Wall Shear Capacity Aspect Ratio Vertical Axial Stress FEM Push-over Analysis Failure Mode

저자

• 허재상 [ Heo, Jae-Sang | 부산대학교 대학원 석사과정 ]
• 이상호 [ Lee, Sang-Ho | 부산대학교 건축공학과 교수, 공학박사 ] 교신저자

참고문헌

발행기관

간행물