BibTeX:

@article{IJIRSTV4I6019,
     title={Impact of Different Soils and Seismic Zones on Varying Height of Framed Structures},
     author={Vinamra Bhushan Sharma, Y. K. Bajpai, Satyendra Dubey and Gourav Sachdeva},
     journal={International Journal for Innovative Research in Science & Technology},
     volume={4},
     number={6},
     pages={62--69},
     year={},
     url={http://www.ijirst.org/articles/IJIRSTV4I6019.pdf},
     publisher={IJIRST (International Journal for Innovative Research in Science & Technology)},
}

To determine the impact of different soils and seismic zones on different heights of framed structures. In high rise building we should concern about all the forces that act on a building, its own weight as well as the lateral forces. In this work, total 48 models are analyzed. To determine the impact of different soil and seismic zones on varying height of framed structure, this work is carried out. Three different soils types are taken as soft, medium and hard. Stories i.e., G+4,G+5, G+6 & G+7 are taken of heights 15m, 18m, 21m & 24m respectively are considered and analyzed for seismic zones II,III,IV & V. SMRF(Special Moment resisting Frame) & IS 1893-2002/2005 are used in STAAD PRO.(V8i) series 4 to analyze all models. This work consist of the analysis of RC framed structure for Maximum Beam End Force (SHEAR-Y in Beam-KN) & Maximum Beam End Force (MOMENT-Z in Beam –KNm. This is to figure out the variation of Maximum Shear force & Maximum Bending moment for all types of heights and to find out the most severe models among all. Height can also be extended beyond 24m and plan size can also be changed for further research point of view.

SMRF, Maximum Shear Force & Maximum Bending Moment, IS 1893-2002/2005), STAAD PRO.(V8i) series 4