18 results with keyword: 'effect of floating column on the behaviour of composite multistoried building subjected to seismic load'
building of G+3 situated at zone IV, using ETABS software linear static and response spectrum analysis is done and parameters such as displacement, storey drift and base
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When floating column is provided at the edges, time period value increases up to 15% compared to normal building.. Also, floating column building with X bracings show
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shown below. 9 Comparison of Storey Drift for zone III.. Storey Forces induces in a building with floating column will be less as compared to normal building since the. mass is less
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The forces which are induced at every storey during earthquake are known as the storey forces. Storey forces induced in normal building will be more than building containing
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The Equivalent Static Analysis and Response Spectrum Analysis is done by utilizing Extended Three Dimensional Analysis of Building Systems (ETABS) form 15.2.2 product.,
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However recent studies based on floating columns, which mostly concentrated on higher seismic zones and very few works is available for lower seismic zones Also
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KapilDev Mishra [2]in 2018 made a comparative study of floating and non-floating column of plaza building subjected to seismic loading using Staad-Pro.The plaza building is G+5 in
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Let a rectangular column of size b x D be subjected to Pu, Mux (moment about major axis) and Muz (moment about minor axis). The trial section with uniaxial moment is obtained for
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For comparison between shear force for G+3 structure in normal column, floating column(column removed from ground floor) and floating column 1(column removed
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The literature study reveals that a number of works has been carried out on seismic behavior of RC structures with and without floating columns and they have given conclusions such
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In present study, comparison of seismic response parameter such as time period ,base shear, storey displacement, storey drift and dynamic response are done by varying the
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After analysing the 10m,15m and 20m span of 3D model of pedestrian steel bridge structure deflection, shear force and bending moment values are zero for the
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It is found that storey drift for model 4 soft storey with eccentric floating column was maximum when compared to other models considered for soft storey models as shown
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Hence, from the study it can be concluded that as far as possible, the floating columns are to be avoided especially in the seismic prone areas and if not possible
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Therefore, the objective of this research was to investigate the effect of N and P rates on yield and yield components of bread wheat and find economically appropriate rates of N
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The seismic hazards of building is increased .In the building column is more susceptible to seismic effect, the seismic retrofitting of column using angles and strips is a common
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Building provided with floating column shows more storey drift and storey displacement as compared to building without floating column in seismic prone area.... and Ventura
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The study is carried out to analyze the building with floating columns and to find out its comparison with the building without floating column in terms of storey drift, base
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