Analysis of CR Tower G+5 Buildings Having Top Rectangular Water Tank Work as a Liquid Damper |
Author(s): |
| Naveen Jaiswal , Vishwavidayalaya Engineering College Lakhanpur Ambikapur; Vijay Kumar Shukla, Vishwavidayalaya Engineering College Lakhanpur Ambikapur |
Keywords: |
| CR Tower G+5 Building, Available In Top Rectangular Water Tank as Damper, Base Shear |
Abstract |
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Many urban multistorey buildings in India today have open first storey as an unavoidable feature. This is primarily being adopted to accommodate parking or reception lobbies in the first storey. Whereas the total seismic base shear as experienced by a building during an earthquake is dependent on its natural period, the seismic force distribution is dependent on the distribution of stiffness and mass along the height. The behavior of a building during earthquakes depends critically on its overall shape, size and geometry, in addition to how the earthquake forces are carried to the ground. The earthquake forces developed at different floor levels in a building need to be brought down along the height to the ground by the shortest path; any deviation or discontinuity in this load transfer path results in poor performance of the building. In the present trends in the construction industry demands taller and lighter structures, which are also more flexible and having quite a low damping value. This increases failure possibilities and also, problems from the serviceability point of view. Several techniques are available today to minimize the vibration of the structure, out of which concept of using of TLD is a newer one. The tuned liquid damper (TLD) is a liquid filled tank which uses liquid sloshing action to dampen the oscillations of a structure. They are cost effective and low maintenance dynamic vibration absorbers that are being used in flexible and lightly damped structures. A total of five loading conditions was applied at the base of the structure. First one was a sinusoidal loading corresponding to the resonance condition with the fundamental frequency of the structure, second one was corresponding to compatible time history as per spectra of IS-1893 (Part -1): 2002 for 5% damping at rocky soil and rest three were corresponding to time histories of past earthquake such as El Centro Earthquake record, Sanfranscisco Earthquake and Colianga Earthquake. |
Other Details |
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Paper ID: IJSRDV8I40688 Published in: Volume : 8, Issue : 4 Publication Date: 01/07/2020 Page(s): 453-455 |
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