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Jain S.K., Indian Institute of Technology Kanpur and Jaiswal O. R., “Analysis of Elevated Water Storage Structure Using Different Staging System”, IOSR Journal of Mechanical and Civil Engineering.2015. K., Sameer U.S., “Seismic Design Of Frame Staging for Elevated Water Tank”, Science Direct.1990. T., Omidinasa F.,Beheshtian N.,Soroushnia S., “Seismic Performance of RC Elevated Water Tanks with Frame Staging and Exhibition Damage Pattern”, Science Direct Procedia Engineering, 2011, 14, 3076–3087. R., “Application of seismic isolation technique to partially filled conical elevated tanks”, Elsevier, Engineering Structures,2016, 127, 663–675. R., “Assessing the seismic torsional vulnerability of elevated tanks with RC frame-type staging”, Elsevier, Soil Dynamics and Earthquake Engineering, 2000, 19, 183–197. IS 1893:2016 (Part 2), “Criteria of earthquake resistant design of structures, Liquid Retaining Tanks”, BIS, 2016. IS 1893:2016 (Part 1), “Criteria of earthquake resistant design of structures, General Provisions and Buildings”, BIS, 2016. IS 3370:2009 (Part 2), “Code of practice – concrete structure for storage of liquids, Reinforced concrete structures will be used for design and analysis liquid retaining structures”, BIS,2009. IS 3370:2009 (Part 1), “Code of practice – concrete structure for storage of liquids General requirements”, BIS, 2009. It was determined while comparing different staging patterns that X type of frame staging have shown better seismic behavior to the resistance against lateral loads as they reduces most of displacement and time period but it increases the base shear due to the increase in volume of concrete. In this paper, at first by studying the losses occurred in water tanks during past earthquakes and the reasons for these occurred damages, the analysis was done for different staging patterns to overcome these damages in these structure in coming future.
#Water tank design in staad pro pro
This paper deals with the analysis of different fame type staging patterns for RCC elevated tank (Intze type) with the help of STAAD Pro Vi8 (series 6) by using response spectrum method.
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This might be due to the lack of knowledge regarding the proper behavior of the staging part of the tank and due to dynamic effect and improper geometrical selection of staging. Rai 2003), RCC Elevated water tanks were heavily damaged or collapsed. From the very upsetting experiences of few earthquakes, like the 2001 Bhuj earthquake in India (Durgesh C.
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Hence, these structures are vulnerable to horizontal forces due to earthquake. These elevated structures have large mass concentrated at the top and are behaving like a slender supporting structure, as an inverted pendulum. Especially elevated water tanks are used to supply water to a particular area so that the water can reach to the users by gravity and pressure. Water storage structures are used to store water to tide over the daily requirement of water by localities, industries, campuses, towns, cities, etc.