NAVRACHANA UNIVERSITY

Impact of Slab Thickness on Reinforced Concrete Buildings using Fragility Curves

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dc.contributor.author Nirav K. Patel, Nirav K.
dc.contributor.author Vasanwala, Sandip A.
dc.date.accessioned 2021-10-01T08:41:54Z
dc.date.available 2021-10-01T08:41:54Z
dc.date.issued 2020-01
dc.identifier.issn 2277-3878
dc.identifier.uri http://27.109.7.66:8080/xmlui/handle/123456789/705
dc.description International Journal of Recent Technology and Engineering (IJRTE) ISSN: 2277-3878, Volume-8 Issue-5, January 2020, p. 4533-4538 en_US
dc.description.abstract Earthquakes are the natural disaster occurring since years but during the last two decades they are causing huge looses whether it may economic or to life. This paper focuses to evaluate the seismic performance of various building confirming to Indian standard criteria for earthquake resistant design of structures and ductile detailing of reinforced concrete structures subjected to seismic Forces-code of practice, Bureau of Indian Standards, both as per the revised codes in the year 2016. Due to ground shaking, seismic loads are the governing load and thus it becomes necessary to assess the conditional probability of structural response. Use of HAZUS methodology is followed to construct seismic fragility curves as it is well-organized and defined approach. Spectral displacement plays the functional parameter to derive the expected damage for fragility. This work represented here is compiled by means of procedure for establishing the fragility curves for three typical Reinforced Concrete (RC) frame structures having variations resembling 3 storey intended for short-period structures, 6 storey used for medium-period structures and 12 storey representing long-period structures using SAP2000 as a software tool for analyzing the structure. Furthermore an attempt is made for focus on the variation of one of the major structural configuration i.e. slab thickness which is not certainly paid attention as compared to columns and beams. Slabs adds additional stiffness to the structure which can enlighten how it behaviour would be when subjected to ground excitation. As a result, the fragility curves are plotted to study the impact due to slab thickness in order they are carefully selected while design. en_US
dc.language.iso en en_US
dc.subject capacity spectrum en_US
dc.subject Reinforced concrete en_US
dc.subject slab elements en_US
dc.subject Hazus methodology en_US
dc.subject Hazus methodology en_US
dc.title Impact of Slab Thickness on Reinforced Concrete Buildings using Fragility Curves en_US
dc.type Article en_US


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