Behaviour of Partially Infilled Frames using Finite Element
Sai Avinash Palvadi1, Prathyusha Yadali2, Sai Kiran Rachamalla3
1Sai Avinash Palvadi*, Civil Engineering Department, Anurag Group of Institutions, Hyderabad, India.
2Prathyusha Yadali, Civil Engineering Department, Anurag Group of Institutions, Hyderabad, India.
3Sai Kiran Rachamalla, Civil Engineering Department, Anurag Group of Institutions, Hyderabad, India.
Manuscript received on February 10, 2020. | Revised Manuscript received on February 21, 2020. | Manuscript published on March 10, 2020. | PP: 2168-2173 | Volume-9 Issue-5, March 2020. | Retrieval Number: E3055039520/2020©BEIESP | DOI: 10.35940/ijitee.E3055.039520
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: This paper presents an explicit behaviour of Reinforced Concrete frame by considering the masonry infill wall material fully and partially in the structure. A two storey 2D frames of six different cases and 10 storey 3D building of four different cases with fully and partially assignment of infill masonry walls. Analysis was performed in E-TABS software for all the 10 cases by generating synthetic earthquake matched time history with response spectrum. The study was carried out the effect of infill wall on the behaviour of column. The results were discussed and maximum storey displacements were taken in to consideration to study the behavior of the structure. The Storey displacements for the ten cases were taken in to account and revealed that higher displacements were observed in the cases with the partial infill and effect on column due to the partial or absence of infill wall adjacent to the column.
Keywords: Masonry Infill, Response Spectrum, Storey Displacements, Synthetic Earthquake, Time History
Scope of the Article: Earthquake Engineering