18 results with keyword: 'seismic analysis of r c dual frame systems with and without floating columns'
Maximum storey shear is observed for regular model with alternative floating column on peripheral at alternate floors with shear wall and minimum storey shear is observed for
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This is because when going through a floating case the alternative column floats from first storey to last storey so the stiffness at first storey decreases as
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critical members of the structure having floating column. To study the seismic response of the building with floating columns. 2.To study and identify critical structural members in
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using E-tabs. The comparative results for the structure have been studied for various parameters like beam forces, column forces, storey shear, story drift,
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A detail study is carried out on the floating column building to find out the variations in the structural response of the building with floating columns at “parallel
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Collapse fragility curves obtained for the 6-story structure using the ground motion record bins selected based on the considered proxies: (a) Target " Sa value = 0.8 and (b)
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In our design work, the floating columns are analyzed for seismic zone – II using ETABS Software and is compared with the building with and without floating column for Base Shear,
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On calculation analysis of lateral stiffness at each floor for most of the buildings it is observed that floating column building will suffer extreme soft storey effect
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Key words: Floating columns, Shear wall, Masonry infill wall, Equivalent static method, Response spectrum and Time
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Function of bracing and infill increase the torsion effect compared with only floating columns structures except model M5.In model M5 observed that it shows inverted value due
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• A sustainable economic model for scientific analysis, collaboration and data curation.. The data explosion is
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here the maximum displacement occurs in without floating column building compare to high- rise building with floating columns due to the distribution of load to the sub
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A G+15 building is considered for anlaysis (without floating columns) in case 1 and in the case 2 another building having first 10 storeys for commercial purpose and
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This study presents the study of comparison without floating column and with floating column structures and design of seismic isolation systems and influence of base isolation on
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To find whether the structure is safe or unsafe with floating column when built in seismically active areas and also to find floating column building is economical
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Avinash Pardhi et al (2016) the research paper presented the seismic performance of building with and without floating columns in terms of various parameters
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Whereas floating column with vertical irregularity model fails at from seventh storey but it is safe within permissible limit in case of with shear wall models.. To
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