Structural Engineering and Mechanics

  • 제17권1호
  • /
  • Pages.69-85
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  • 2004
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Behaviour of composite walls under monotonic and cyclic shear loading

  • Hossain, K.M. Anwar (Department of Civil Engineering, Ryerson University) ;
  • Wright, H.D. (Department of Civil Engineering, University of Strathclyde)
  • 투고 : 2003.05.06
  • 심사 : 2003.09.08
  • 발행 : 2004.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

The novel form of composite walling system consists of two skins of profiled steel sheeting with an in-fill of concrete. Such walling system can be used as shear elements in steel framed building subjected to lateral load. This paper presents the results of small-scale model tests on composite wall and its components manufactured from very thin sheeting and micro-concrete tested under monotonic and cyclic shear loading conditions. The heavily instrumented small-scale tests provided information on the load-deformation response, strength, stiffness, strain condition, sheet-concrete interaction and failure modes. Analytical models for shear strength and stiffness are derived with some modification factor to take into account the effect of quasi-static cycling loading. The performance of design equations is validated through experimental results.

키워드

참고문헌

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