Parametric Studies in Design of Staging Configuration For Elevated Service Reservoir for Seismic Consideration
Author(s):
Pawan Suhas Nemade , YESHWANTRAO CHAVAN COLLEGE OF ENGINEERING; Prof. Dhiraj G Agrawal, Yeshwantrao Chavan College of Engineering; Dr. Anant M Pande, Yeshwantrao Chavan College of Engineering
Keywords:
Elevated circular water tank, bracing patterns, circular shaft, Staad pro
Abstract:
Earthquake being one of the most dangerous and hazardous kind of natural disaster which not only leads to loss of human life but also causes economic loss. Hence utmost care is necessary for designing any structure specially elevated structure which are more likely to get affected by earthquake. Stability of water tank against earthquake forces depends upon the supporting structure provided to elevated water tank. More the stability of the supporting structure more it is safe from earthquake point of view. Stability of supporting structure can be achieved by providing bracing patterns. So selection of bracings patterns plays an important role in achieving stability of water tank in earthquake prone areas. Seismic coefficient method for 22 different bracing patterns and arrangement and circular shaft applied to elevated water tank in Zone 3, 4 and 5 is studied by using Staad Pro software. Comparison is carried out for displacement of the container for tank full and tank empty conditions and ratio of deflection of tank full to tank empty for each case and pattern is studied.
Other Details:
Manuscript Id | : | IJSTEV2I10205
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Published in | : | Volume : 2, Issue : 10
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Publication Date | : | 01/05/2016
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Page(s) | : | 756-763
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