Effect of R.C. Shear Wall Position on Parameters of R.C. Multistory Frame

Gourav Sachdeva; Rajesh Jain; Rajeev Chandak

CALL FOR PAPERS : Mar-2023

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25-Mar-23

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Effect of R.C. Shear Wall Position on Parameters of R.C. Multistory Frame

Author(s):

Gourav Sachdeva , JABALPUR ENGINEERING COLLEGE; Rajesh Jain, JABALPUR ENGINEERING COLLEGE; Rajeev Chandak, JABALPUR ENGINEERING COLLEGE

Keywords:

Shear Wall, Staad Pro. V8i (Series 4), SMRF, Storey Drift, Maximum Shear Force And Maximum Bending Moment And Total Weight Of Reinforcement.

Abstract:

Shear walls are like vertically-oriented wide beams that carry earthquake loads downwards to the foundation. These loads are produced in the plane of the wall. In this work, a G+5 storey R.C. building frame has been considered and analyzed for seismic zone-lll using staad pro. v8i (series 4) package, special moment resisting frame (SMRF) and hard rock types are also used in this work. Storey drift, design axial force, design shear force and design bending moment are some parameters taken to compare the results for different models. It is clear to conclude that the model-IV is most effective one.