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ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
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Paper Title: comparative study of seismic behaviour of rcc building frames with and without masonry infill walls
Authors Name: Jasdeep singh rehal , Dr. G.D Awchat
Unique Id: IJSDR1607004
Published In: Volume 1 Issue 7, July-2016
Abstract: Abstract – In building construction, RC framed structures are frequently used due to ease of construction and rapid progress of work, and generally these frames are filled by masonry infill panels (or) concrete blocks in many of the countries situated in seismic regions. Infill panels significantly enhance both stiffness and strength of frame, it behaves like compression strut between column and beam and compression forces are transferred from one node to another. Performance of building in earthquakes (like Bhuj Earthquake) clearly illustrates that the presence of infill walls has significant structural implications. This study gives the overview of performance of RC frame buildings with and with-out infill walls. Here analyzed and design the masonry infill walls using equivalent diagonal strut concept in-order to assess their involvement in seismic resistance of regular reinforced concrete buildings.. Comparing results obtained from the computerized model analysis for with and without infill structures. We check the results for base shear, lateral floor displacement, story drift, and beam and column reactions by buildings for the comparison of results.
Cite Article: "comparative study of seismic behaviour of rcc building frames with and without masonry infill walls", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.1, Issue 7, page no.11 - 13, July-2016, Available :http://www.ijsdr.org/papers/IJSDR1607004.pdf
Downloads: 000101773
Publication Details: Published Paper ID: IJSDR1607004
Registration ID:160580
Published In: Volume 1 Issue 7, July-2016
DOI (Digital Object Identifier):
Page No: 11 - 13
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

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