Structural Engineering and Mechanics

  • 제21권4호
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  • Pages.469-494
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  • 2005
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Infilled frames: developments in the evaluation of cyclic behaviour under lateral loads

  • Cavaleri, L. (Dipartimento di Ingegneria Strutturale e Geotecnica, Universita di Palermo) ;
  • Fossetti, M. (Dipartimento di Ingegneria Strutturale e Geotecnica, Universita di Palermo) ;
  • Papia, M. (Dipartimento di Ingegneria Strutturale e Geotecnica, Universita di Palermo)
  • 투고 : 2004.12.08
  • 심사 : 2005.08.25
  • 발행 : 2005.11.10
⟨ 이전 논문 다음 논문 ⟩

초록

In order to consider the modified seismic response of framed structures in the presence of masonry infills, proper models have to be formulated. Because of the complexity of the problem, a careful definition of an equivalent diagonal pin-jointed strut, able to represent the horizontal force-interstorey displacement cyclic law of the actual infill, may be a solution. In this connection the present paper, continuing a previous work in which a generalised criterion for the determination of the ideal cross-section of the equivalent strut was formulated, analizes some models known in literature for the prediction of the lateral cyclic behaviour discussing their field of validity. As a support of the discussion, the results of an experimental investigation involving single story-single bay infilled reinforced concrete. Frames under vertical and lateral loads with different kind of infill (actually not yet so much investigated) are presented. Finally, an improvement of a model known in the literature is proposed, taking the results of the experimental tests before mentioned into account.

키워드

참고문헌

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