Non-Linear Dynamic Analysis of RC-Framed Structure
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2017, Vol 5, Issue 3
Abstract
In this earthquake prone world, design and construction of earthquake resistant structure has greater value. In generally constructed buildings, masonry in-fills are non-structural elements and their stiffness are not considered which lead to dangerous design. If masonry infill walls are constructed as secondary elements then it act as constituent part subjected to seismic load. IN this paper, the earthquake response of RC-Framed structure is studied by manual calculation and with the help of SAP 2000. This paper will provides complete guideline for time history analysis of RC-Framed structure.
Authors and Affiliations
Prof. Ravi M. Desai, Omkar J. Parkar, Tanvi K. Sajane, Snehal N. Nirmalkar, Prathamesh U. Shinde
Keywords
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- EP ID EP23637
- DOI http://doi.org/10.22214/ijraset.2017.3177
- Views 297
- Downloads 5
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