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دانلود مقاله تجزیه و تحلیل دیوار برشی با دهانه (باز) با استفاده از عناصر فوق العاده

Analysis of shear wall with openings using super elements
H.-S. Kim , D.-G. Lee
Department of Architectural Engineering Sungkyunkwan University, Chun-chun-dong, Jang-an-gu, Suwon, 440-746, South Korea
Received 17 April 2002. Revised 29 January 2003. Accepted 3 February 2003. Available online 20 March 2003.

Abstract

The box system that consists of reinforced concrete walls and slabs is adopted for many high-rise apartment buildings recently constructed. In an apartment building, shear walls may have one or more openings for functional reasons. Some researches on the analysis of shear wall with openings were performed, but some restrictions prevent those research results from being applied to the practical analysis and design procedure. It is necessary to use fine mesh finite element models for an accurate analysis of a box system structure with openings. But it would take a significant amount of computational time and memory if the entire building structure were subdivided into a finer mesh. An efficient analysis method that can be used regardless of the number, size and location of openings is proposed in this study. The analysis method uses super elements developed using the matrix condensation technique. Static and dynamic analyses of example structures having various types of openings were performed to verify the efficiency and accuracy of the proposed method. The analyses of example structures demonstrated that the proposed method can be used for the analysis of a shear wall structure with openings. Outstanding accuracy in analysis could be achieved with drastically reduced computational time and memory.

Keywords

  • Shear wall with openings;
  • Super element;
  • Matrix condensation;
  • Fictitious stiff beam

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:: مرتبط با: مقالات لاتین(English article) ,
تاریخ انتشار : دوشنبه 25 اردیبهشت 1391 | نظرات ()
 
   
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