IJSRD - International Journal for Scientific Research & Development| Vol. 4, Issue 05, 2016 | ISSN (online): 2321-0613

نویسندگان

  • Z. N. Shaikh
  • M. G. Shaikh
چکیده

This paper describes the results of an extensive study on the seismic behavior of a structure with damper and without damper under different earthquake acceleration frequency like Earthquake Altadena, Earthquake Lucerne and Earthquake New Hall. It is observed through nonlinear time history analysis that maximum displacement, maximum base shear and maximum acceleration can be effectively reduced by providing the damper in building frame from base support to fifthfloor and base support to ninth-floor.

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تاریخ انتشار 2016