Response of Overhead Water tank staging considering Fluid-Structure-soil Interaction
| Author(s) | : | Mr. Dixitkumar. B. Patel |
| Institution | : | PG Candidate Structural Engineering Department MIT,piludara,Mehsana,Gujarat,India |
| Published In | : | Vol. 3, Issue 4 — April 2016 |
| Page No. | : | 65-79 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
RC Elevated Water tanks are one of the important and indispensable Structure at time of Earthquake andespecially after the earthquake. During the Past Study of many Failure of ESR. For this reason, relating to Earthquakebehavior of storage tanks has attracted attention of many researchers. Current Approach analysis does Not Consider theBehavior of Soil Under Neath the Structure it's Know as SSI.Which Cases Affect of EVT Significantly during the time ofEarthquake. The main aim of Study is to behavior of EVT at under different type of soil-layered condition by Using FEANSYS Software to Obtained Result of different Stress pattern and Deformation and Von-Mises Stress and the results will becompared. Considering the Parameter of Staging System for EVT and different filling (Empty, Half, Full ) condition and fiveKinds of Soil In layered system softer soil (type-1) is placed just blow the foundation and then soil type-2, type-3, type-4 ismedium soil and soil type 5 is placed at bottom and have been used in RC EVT.
Mr. Dixitkumar. B. Patel, “Response of Overhead Water tank staging considering Fluid-Structure-soil Interaction”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 3, Issue 4, pp. 65-79, April 2016.
