Earthquake time history analysis of steel frame with viscoelastic dampers based on MIDAS
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    Abstract:

    To verify the effects of viscoelastic damper for seismic mitigation,a sixstorey steel framestructure with viscoelastic dampers and the original structure without viscoelastic dampers are estab-lished and compared by the finite element analysis software MIDAS/GEN under horizontal seismic.The analysis testified the efficiency of viscoelastic dampers by comparing structure with viscoelasticdamper to common structure.

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SU Xiao-yun. Earthquake time history analysis of steel frame with viscoelastic dampers based on MIDAS[J].,2013,30(2):29-32

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History
  • Received:November 22,2012
  • Revised:
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  • Online: January 12,2015
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