Impact Factor
Call For Paper
Volume 12 Issue 07
July 2026
Author(s)
Abstract
Earthquake Around The World Is Single-handedly Responsible For The Destruction To Life And Property In Large Numbers. In Order To Mitigate Such Hazards, It Is Important To Incorporate Norms That Will Enhance The Seismic Performance Of Structures. This Paper Represents The Change Of Reinforced Concrete Structural Components Which Are Found To Exhibit Distress Because Of Earthquake Loading . Such Unserviceable Structures Require Immediate Attention. And It Was Done By Using The Shear Wall Mechanism In The Software .It Can Be Used As A Seismic Retrofitting Technique Because It Can Be Applied Quickly To The Surface Of The Damaged Element Without The Requirement Of Any Special Bonding Material And Also It Requires Less Skilled Labor, As Compared To Other Retrofitting Solutions Presently Existing. It Was Determined That Load Carrying Capacity For Beam-column Joint Retrofitted With Shear Wall Is Increased. In This Paper We Use Analytical Approach. In This We Use Stadd Pro V8i Software.
Keywords
Paper ID
IJSARTV12I4104961
Publication Date
April 10, 2026
Research Area
Structural Engineering