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전단벽의 덮개재료에 따른 전단저항 성능

Shear Load Performance Test in Accordance with Sheathing Materials of Shear Wall

  • 장상식 (충남대학교 환경소재공학과) ;
  • 신일중 (충남대학교 환경소재공학과) ;
  • 김윤희 (충남대학교 환경소재공학과)
  • Jang, Sang-Sik (Biobased Materials Department, Chungnam National University) ;
  • Shin, Il-Joong (Biobased Materials Department, Chungnam National University) ;
  • Kim, Yun-Hui (Biobased Materials Department, Chungnam National University)
  • 투고 : 2010.08.11
  • 심사 : 2010.09.17
  • 발행 : 2010.09.30

초록

In this study, the light-frame wood shear walls according to the sheathing materials was carried out to investigate the shear load performance. Most common sheathing materials are the structural OSB and gypsum board used to consist wall of wood-frame house. Seven different type of specimens are composed of several sheathing materials and shear test was taken to evaluate shear performance by KS F 2154. As a result, shear walls(G12.5/G12.5 and G12.5/OSB) show that maximum shear strength and shear rigidity modulus are 7316N/mm${\cdot}$118.25 N/mm and 11129 N/mm${\cdot}$184.66 N/mm respectively. The shear wall using gypsum board 15mm improve maximum shear strength and shear rigidity modulus about 30%. The shear wall using 15mm gypsum board showed intermediate value in one side specimens. Different types of shear walls could be compared with the shear load performance. Also, nailed joint failure aspects are different to sheathing material and installing method.

키워드

참고문헌

  1. 한국표준협회. 2001. KS F 2154. 경골 목조 전단벽의 전단 시험 방법.
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  5. Irani, R.Y., R.L. Tuomi, W.J. McCutcheon. 1982 Methodology to evaluate racking resistance of nailed walls.
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