18 results with keyword: 'seismic analysis of multistorey buildings with vertical irregularities having floating columns'
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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Abstract — During an earthquake, failure of structure starts at points of weakness. This weakness arises due to discontinuity in mass, stiffness and geometry
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Abstract— During an earthquake, failure of structure starts at points of weakness. This weakness arises due to discontinuity in mass, stiffness and geometry
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In recent times, multi-storey buildings in urban area are required to have column free space due to shortage of space, population and also for aesthetic and functional
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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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From chart 1 it is observed that base shear increases when shear wall is added to building frame, also it is observed that Model 7 has the maximum base shear for all three
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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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The Guidelines should be seen as a tool to assist State and Territory naming authorities to record and use the place names of Australia's indigenous people. Any use of names
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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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The lateral displacement will be more near the top storey and it goes on decreasing towards the bottom storey for multi storeyed building having mass regularity,
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The object of the present work is to study and compare the behavior of multistory buildings having slabs with beams, flat slabs with and without drops and grid
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SMRF building models situated in seismic zone IV, on hard soil (Type-I) using linear static and non-linear static displacement controlled analysis by considering the
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So from the results it can be concluded that when building becomes more and more vertically irregular (mass irregular), the storey shear goes on increasing as compared to
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Here, result about two different analysis procedures like Static analysis and dynamic analysis (response spectrum analysis and time history analysis) carried out Fix base
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4.57 Overturning moment vs time response of the 2D concrete frame with floating column under Elcentro time history excitation (Column size- 0.25 x 0.35 m).. The time history
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Valmundsson and Nau, Seismic response of buildings frames with vertical structural Irregularities, ASCE. Journal of Structural Engineering,
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[2016], discussed the behaviour of multi-storey buildings having floating columns under seismic forces and observes the effect of shear wall in the same building
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Our aim is to learn two sets of hash functions (one for each view) which embed the images to binary codes (IDs) so that the IDs (second row) of a same person are similar with each
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