• Arvind Kumar

In case of large diameter elevated circular tanks, thicker floor slabs are required resulting in uneconomical designs. In such cases intze type tank with conical and bottom spherical domes provides an economical solution. The proportions of the conical and spherical dome are selected so that the outward thrust from the bottom dome balances the inward thrust due to the conical domed part of the tank floor. Most of the designers consider the wind effect and neglect the seismic effect on the structure which might be disastrous sometimes. Proper seismic analysis of intze tank in different soil condition makes the structure more safe and durable. This paper present literature review on Study of seismic behavior of Intze tank in different seismic zones and different soil condition which includes current and future trends of research.

Seismic study, different seismic zones, Different soil condition

"Study of seismic behaviour of intze tank with varying different seismic zones & different soil condition", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 10, page no.257-260, October-2018, Available :http://www.jetir.org/papers/JETIR1810941.pdf

"Study of seismic behaviour of intze tank with varying different seismic zones & different soil condition", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 10, page no. pp257-260, October-2018, Available at : http://www.jetir.org/papers/JETIR1810941.pdf