Effect of infill wall and wall openings on the fundamental period of RC buildings


KOÇAK A. , Kalyoncuoglu A., Zengin B.

9th World International Conference on Earthquake Resistant Engineering Structures, Coruna, Spain, 8 - 10 July 2013, vol.132, pp.121-131 identifier identifier

  • Publication Type: Conference Paper / Full Text
  • Volume: 132
  • Doi Number: 10.2495/eres130101
  • City: Coruna
  • Country: Spain
  • Page Numbers: pp.121-131

Abstract

The effect of infill walls to stiffness of the structures has been known for a long time and this effect has taken many of the earthquake regulations with empirical relationships and equations into account. However, in strength-based calculations, buildings are taken as bare frames and infill walls are effected as vertical load to system, whereas infill walls contribute to stiffness at the beginning of the earthquake and help meet seismic loads by incurring damage during an earthquake.