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Paper
Title

Seismic Behaviour of Concentrically Braced Frame System Combined with Steel Shear Panel

نهمین کنگره بین الملی مهندسی عمران
Year: 1391
COI: ICCE09_341
Language: EnglishView: 1,678
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Authors

Masoud Khazaei-Poul - M.Sc. Student, Structural Engineering Research Center, IIEES, Tehran, Iran
Fariborz Nateghi-Alahi - Professor, Structural Engineering Research Center, IIEES, Tehran, Iran
Erfan Alavi - PhD, Structural Engineering Research Center, IIEES, Tehran, Iran

Abstract:

The recent researches have demonstrated that thin steel plates have good performance under shear loadings, and upon that property, they have been used in some of the lateral resistant systems such as steel plate shear walls. In the present study, it is intended to employ the shear panels for seismic performance improvement of concentrically braced frames. Hence, a combined system is developed and its non-linear behavior has been numerically and experimentally investigated. For experimental study, a scaled one-story shear panel model, with hinge type connections of boundary elements at four corners, is selected. Bolts are used for connections of infill steel plate to surrounding frame. The specimen is subjected to quasi-static cyclic loading along the diagonal axes. It is found that the system have had good seismic performance, proper energy absorption, and stable behavior in nonlinear range. Finite element analysis of the laboratory specimen has been carried out and results are obtained and presented. Good agreement between the numerical and the experimental outcomes is observed

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Paper COI Code

This Paper COI Code is ICCE09_341. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/165409/

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Khazaei-Poul, Masoud and Nateghi-Alahi, Fariborz and Alavi, Erfan,1391,Seismic Behaviour of Concentrically Braced Frame System Combined with Steel Shear Panel,9th International Congress on Civil Engineering,Isfahan,https://civilica.com/doc/165409

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  • retrofit of flexible steel frames using thin infill panels". Seismicه ...
  • Rai D. Wallace B, (1998). "Aluminum shear-links for enhanced seismic ...
  • Tanaka K, sasaki Y, (2000), "Hysteretic performance of shear panel ...
  • Vargas R, Bruneau M, (2009), "Analytical Response and Design of ...
  • De Matteis G, Mazzolani F.M, Panico S, (2008), "Experimental tests ...
  • De Matteis G, Brando G, Panico S, Mazzolani F.M, (2008), ...
  • Mofid M, Tajammolian H, (2008), "A parametric study on seismic ...
  • Masoud Khazaei-Poul, Erfan Alavi, Fariborz Nateghi-Alahi, "Experimental and Numerical Study ...
  • Berman j, Bruneau M. "Plastic analysis and design of steel ...

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Type of center: پژوهشگاه دولتی
Paper count: 2,296
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