Seismic Behaviour Of Multistorey RCC Structure With Different Locations Of Rc X Bracing For Different Aspect Ratio
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2016, Vol 4, Issue 8
Abstract
A structure situated in high seismic area will have to withstand lateral load along with the gravity load. This may result in the development of high stress which leads to the severe damage of the structure. Shear wall, bracings are the most common type of lateral load resisting systems. The types of bracing, location of bracing have significant effects to the lateral capacity of the structure. This paper present an elastic seismic response of reinforced concrete frames with reinforced concrete braces in X braced pattern which are analyzed numerically for eleven storey building with 5-bay structures. The responses of braced frames of different patterns (bay, level and combinations thereof) have been compared with each other and also with unbraced i.e. bare frame. Also the results for different aspect ratio has also been studied. Results are concluded from graphs and discussed comprehensively.
Authors and Affiliations
Jumi K M, Dr. Sreemahadevan Pillai
Keywords
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