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Volume 12 Issue 07
July 2026
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Author(s)
A.U.Mandlik Prof. U.R.Kawade
Abstract
Damage Levels Of Building Structure Under A Design Earthquake Are Closely Related To The Assigned Values Of Response Reduction Factors. The Present Study Focuses On Estimating The Seismic Response Reduction Factor For A Steel Frame. In The Investigation,
Keywords
Response Reduction Factor; Nonlinear Static Analysis; Base Shear.
Paper ID
IJSARTV3I615789
Publication Date
June 22, 2017
Research Area
Civil Engineering