ASEISMIC PERFORMANCE OF REINFORCED CONCRETE INFILL FRAME

  • V. KESAVARATHNAM Adhiyamman College of Engineering, Hosur
  • Dr. G. NANDINI DEVI Adhiyamman College of Engineering, Hosur
  • Dr. S. SURESH BABU Adhiyamman College of Engineering, Hosur
Keywords: dynamic analysis, response reduction factor,, ductility factor, infill wall, stiffness

Abstract

Moderate and severe earthquakes have struck different places in the world, causing severe damage to reinforced concrete structures. Earthquake often effect the bond between the structural elements and masonry in-fills of the building. Masonry in-fills are often used to fill the void between horizontal and vertical resisting elements of the building frame. An infill wall enhances considerably the strength and rigidity of the structure. It has recognized that frames with infills have more strength and rigidity in conditions. Hence the studies about the behaviour of 3D- frames with or without masonry in-fills are necessary.

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Author Biographies

V. KESAVARATHNAM, Adhiyamman College of Engineering, Hosur

PG Student

Department of Civil Engineering

Dr. G. NANDINI DEVI, Adhiyamman College of Engineering, Hosur

Professor

Department of Civil Engineering

Dr. S. SURESH BABU, Adhiyamman College of Engineering, Hosur

Dean R&D,

Department of Civil Engineering

Published
2016-01-31
How to Cite
KESAVARATHNAM, V., DEVI, D. G. N., & BABU, D. S. S. (2016). ASEISMIC PERFORMANCE OF REINFORCED CONCRETE INFILL FRAME. IJRDO - Journal of Mechanical And Civil Engineering, 2(2), 38-30. https://doi.org/10.53555/mce.v2i2.1140