Paper Title:
The Passive Energy-Dissipation Study of Braced Steel Frame Structure
  Abstract

The seismic performance of braced steel frame was simulated by the finite element software ANSYS based on the passive energy-dissipation under the low-cycle repeated load and the time-history analysis under seismic load for the energy-dissipation braced steel frame structure, no-brace steel frame structure, and conventional braced frame structure. The energy dissipation and seismic performance of three kinds of frame were compared, the results show that the energy-dissipation braced structure can produce strong energy-dissipation control force to enhance energy dissipation capacity of the whole structure significantly, and weaken the seismic load of the main frame. It follows that the energy-dissipation braced steel frame can achieve the purpose of energy dissipation for structure, and has good seismic performance.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
318-322
DOI
10.4028/www.scientific.net/AMR.163-167.318
Citation
W. X. Luo, J. S. Lei, Y. Hu, "The Passive Energy-Dissipation Study of Braced Steel Frame Structure", Advanced Materials Research, Vols. 163-167, pp. 318-322, 2011
Online since
December 2010
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Price
$32.00
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