Relative Analysis of High Rise RC Structure with Communication Tower at Altered Location on Roof under Severe Lateral Loading |
Author(s): |
| Piyush Jaiswal , Alpine Institute Of Technology Ujjain; Sumit Pahwa, Alpine Institute Of Technology Ujjain; Murtaza Safdari, Alpine Institute Of Technology Ujjain |
Keywords: |
| Roof Top, Tower, Seismic, multistory, tall building, Shear Force, Nodal Displacement |
Abstract |
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Basic human needs for living to sustain in various changing environments are one of the main problems in this era of construction world is the problem of vacant and stable land. This lacking urban areas has showed to the vertical! construction magnification of low-rise, medium-rise, tall buildings and even skyscraper. These buildings usually castoff framed structures open to lateral loads beside with vertical loads. In these structures, the horizontal loads from resilient winds and earthquakes are the foremost concerns to keep in mind while designing relatively than the gravitational loads caused by the self-weight of structure. The above factors considered for the analysis might be inversely proportional to each other as the building which is designed for gravitational loads do not withstand for lateral loads and vice versa. In this work, response spectrum analysis been carried out for the effect of lateral loading. Previous researches have been carried out to study the enactment of the location of rooftop tower and there is gap in the study for its better enhancement hence the study related to its better performance and locations is yet to be implemented. The objective of this study helps to determine the optimal position of tower position and to evaluate the performance of multistoried buildings having rooftop communication tower and their response under severe seismic conditions. For optimizing the position different options are considered and tower has been placed at various location for better suitability. For the tower configurations, triangular plan is selected. G+10 buildings without tower and with tower is taken into account and G+6 buildings without tower and with tower along with analyzed in compliance of Indian Code of Practice for seismic resistant design of buildings by using I.S. 1893-2016. The various models are assumed to be fixed at the base and are modeled using software STAAD Pro. Various parameters are computer for the buildings with and without tower and the output of the work compared on the basis of these results. |
Other Details |
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Paper ID: IJSRDV12I90070 Published in: Volume : 12, Issue : 9 Publication Date: 01/12/2024 Page(s): 127-134 |
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