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Compare the behavior factor of the ultimate resistance of moment frame, plain and perforated steel plate shear walls, and buckling restrained brace as yielding metal damper

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EN
Abstrakty
EN
Steel moment frame systems, steel plate shear walls and also buckling restrained brace (BRB) are considered as the most widely used seismic resistant systems of the world. Firstly, in this research, in order to validate the finite element models, the tested sample of steel plate shear walls of 4 floors at the University of Alberta, Canada, and the tested sample of buckling restrained brace at the University of Berkeley California, with the software ABAQUS 6.10-1 were used. Then, the obtained results of the test and analysis have been compared. The confirmed models have been used for the analysis of two-dimensional frame of plain and perforated steel plate shear walls with a regular pattern of positing holes in the screen, buckling restrained brace and moment frame of 4 floors.
Twórcy
  • Technical and Engineering Faculty, Razi University, Kermanshah, Iran
  • h_r_ashrafi@yahoo.com
  • Technical and Engineering Faculty, Razi University, Kermanshah, Iran
autor
  • Technical and Engineering Faculty, Razi University, Kermanshah, Iran
autor
  • Technical and Engineering Faculty, Razi University, Kermanshah, Iran
  • Technical and Engineering Faculty, Razi University, Kermanshah, Iran
Bibliografia
  • 1. Thorburn L.J., Kulak G.L. and Montgomery C.J. Analysis of steel plate shear walls. Structural Engineering Report No. 107, Dept. of Civil Engineering, University of Alberta, Edmonton, AB. 1983.
  • 2. Roberts T.M. and Sabouri-Ghomi S. Hysteretic characteristics of unstiffened perforated steel plate shear panels. Thin Walled Structures, 14, 1992, 139–151.
  • 3. Wada A., Connor J., Kawai H., Iwata M. and Watanabe A. Damage tolerant structure. Proceedings of Fifth us Japan Workshop on the Improvement of Building Structural Design and Construction Practices, Redwood City, California, 1992, 27–39.
  • 4. Sabelli R. and Aiken I. U.S. building-code provisions for buckling restrained braced frames, basis and development. In: Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 1828, 2004.
  • 5. Bhowmick A.K. Seismic analysis and design of steel plate shear walls. A thesis submitted to the Faculty of Graduate Studies and Research in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Structural Engineering, Department of Civil and Environmental Engineering, Edmonton, Alberta. 2009.
  • 6. Zahraiy-Eftekhari M. Determine the slimy damp¬ing factor equal braced frames with brace BRB based on nonlinear static analysis (Pushover). Teh¬ran University, 2006.
  • 7. Uang C.M. Establishing R (or Rw) and Cd factors for building seismic provisions. Journal of Structural Engineering, ASCE, 117(1), 1991, 19–28.
  • 8. Black C., Makris N. and Aiken I. Component testing, stabillity analysis and characterization of buckling restrained braces. Final Report to Nippon Steel Corporation, 2002.
  • 9. Driver R.G., Kulak G.L., Kennedy D.J.L. and Elwi A.E. Seismic behaviour of steel plate shear walls. Structural Engineering Report No. 215, 44 Dept. of Civil and Environmental Engineering, University of Alberta, Edmonton, AB. 1997.
  • 10. Driver R.G., Kulak G.L., Kennedy D.J.L. and Elwi A.E. Cyclic test of four storey steel plate shear wall. Journal of Structural Engineering, ASCE, 124(2), 1998, 112–120.
  • 11. Driver R.G., Kulak G.L., Elwi A.E. and Kennedy D.J.L. FE and Simplified models of steel plate shear wall. Journal of Structural Engineering, 124(2), 1998, paper No. 15675.
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Bibliografia
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bwmeta1.element.baztech-93385454-584a-4b9f-8265-a09e3d127871
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