Earticle

초록

영어

The core aim of this dissertation is to empirically scrutinize a strength characteristic of beam-column frame subjected to the cyclic horizontal load, a beam-column frame of un-reinforced masonry wall constructed hard, and a shear wall frame. Lastly, the dissertation will suggest some solutions to improve the resistance capacity against earthquake regarding all constructions built with non bearing wall following having examining precisely all the analysis with regard to not only behavior properties and the damage mechanism of the beam-column frame and the beam-column frame of un-reinforced Masonry Wall constructed hard but also the resistance capacity against earthquake of non bearing wall and school buildings.

목차

Abstract
 1. 서론
  1.1 연구의 목적
 2. 본론
  2.1 실험개요
  2.2. 실험체 개요
  2.3. 재료 특성
 3. 실험결과 및 분석
  3.1. 실험체의 거동특성
  3.2. 실험체의 파괴양상
 4. 결론
 참고문헌

저자

• 변상민 [ Byeon, Sang-Min | 경북대학교 공학석사 ] 교신저자
• 이창대 [ Lee, Chang-Dae | 경북대학교 공학석사 ] 교신저자
• 이호 [ Lee, Ho | 경북대학교 과학기술대학 학장, 공학박사 ]

참고문헌