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반복-횡력을 받는 조적벽 골조와 전단벽 골조의 내력 및 연성에 관한 실험적 연구

Experimental Study of Strength and Ductility on Masonry Wall Frame and Shear Wall Frame Subjected to Cyclic Lateral Loading

  • 이호 (경북대학교 융복합시스템공학과) ;
  • 변상민 (경북대학교 건축도시환경공학부) ;
  • 정환목 (경동대학교 도시공간디자인학과) ;
  • 이택운 (영남이공대학교 건축과)
  • Lee, Ho (Kyungpook National Univ. School of Convergence & Fusion system Engineering) ;
  • Byeon, Sang-Min (Kyungpook National Univ. School of Architecture and Urban Environmental Engineering) ;
  • Jung, Hwan-Mok (Kyungdong Univ. Urban Space Design on Architecture) ;
  • Lee, Taick-Oun (Yeungnam College of Science & Technology, Department of Architecture)
  • 투고 : 2013.03.11
  • 심사 : 2013.05.30
  • 발행 : 2013.06.15

초록

The core aim of this dissertation is to empirically scrutinize a strength characteristic of beam-column frame subjected to the cyclic lateral load, a beam-column frame of un-reinforced masonry wall, and a shear wall frame. First and foremost, I embark upon making three prototypes vis-$\grave{a}$-vis this research. By conducting this process, I touch on an analysis of cyclic behavior and a damage characteristic of the beam-column frame, the beam-column frame of un-reinforced masonry wall, and the shear wall frame. What is more, through the previous procedure, the next part delves into the exact stress transfer path and the destructive mechanism to examine how much and how strong the beam-column frame of un-reinforced Masonry Wall does have a resistance capacity against earthquake in all the architecture constructed by the above-mentioned frame, as well as school buildings. In addition to the three prototypes, two more experimental models, a beam-column frame and shear wall frame, are used to compare with the beam-column frame of un-reinforced masonry wall. 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 but also the resistance capacity against earthquake of non bearing wall and school buildings.

키워드

참고문헌

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