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Volume 12 Issue 07
July 2026
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Author(s)
Pranay Yashvant Junankar Prof. Nitesh Jibhkate Prof. Girish Sawai
Abstract
The Seismic Behavior Of Multi-storied Building Frame During An Earthquake Motion Depends Upon The Distribution Of Strength, Mass And Stiffness In Both Horizontal And Vertical Planes. The Structural Damage Of The Building Frame Is Occurs Due To The Discont
Keywords
Pushover Analysis
Vertical Geometric Irregularity
Story Drift
Base Shear
Lateral Displacement
Spectral Acceleration
Spectral Displacement.
Paper ID
IJSARTV5I532591
Publication Date
May 27, 2019
Research Area
Civil Engineering