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Volume 12 Issue 07
July 2026
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Author(s)
Pavan H.L Sudeep Shetty
Abstract
The Good Performance Of Nonlinear Static Procedures On The Seismic Assessment Of Bridges And Frames Structures Is Nowadays Generally Recognized. However, The Usage Of Such Methods In The Case Of Junction Towers Has Until Now Been Considered By A Limited N
Keywords
Base Shear
Natural Frequency
Mass Participation Factor
Peak Storey Shear
Response Spectrum Method.
Paper ID
IJSARTV3I717117
Publication Date
July 24, 2017
Research Area
Civil Engineering