Authors :
Arisepalli Aravind; B.Tarun Kumar; J. Jaswanth Kumar; K.Vijendra Babu; K. Venkateswara Rao
Volume/Issue :
Volume 9 - 2024, Issue 3 - March
Google Scholar :
https://tinyurl.com/39ba52v8
Scribd :
https://tinyurl.com/45p4w96u
DOI :
https://doi.org/10.38124/ijisrt/IJISRT24MAR2139
Abstract :
Water tanks are the largest utility structures in
both public and industrial purposes. This project aims to
analyze the response of an intze tank structure subjected to
both static and earthquake loads using STAAD Pro
software. Intze tanks are commonly used for water storage
and distribution in various industries and municipalities.
Understanding their structural behavior under different
loading conditions is crucial for ensuring their stability and
safety. The water tanks are the long life structures. Based
on the studies India is the 60% is prone to earthquakes. But
many of the structures are designed using the wind force as
a lateral load but sometimes the seismic force also leads to
collapse of a structure. By the consideration of combination
of loads of live load, dead load and wind load or seismic
load by using the code of practice IS 875 (part-v). So in this
project we manually design a intze tank of 1000000 liters
capacity using the codes of IS 456-2000, IS 3370 and will
be statically checked using the code of practice of IS 875
part-v and IS 1893 part-II (2016). After the comparison of
the manual design, these design parameters will be applied
in STAAD Pro software and comparison will be done with
manual design and software design.
Keywords :
Intze Water Tank, STAAD Pro, Seismic Load And I.S Codes Etc.
Water tanks are the largest utility structures in
both public and industrial purposes. This project aims to
analyze the response of an intze tank structure subjected to
both static and earthquake loads using STAAD Pro
software. Intze tanks are commonly used for water storage
and distribution in various industries and municipalities.
Understanding their structural behavior under different
loading conditions is crucial for ensuring their stability and
safety. The water tanks are the long life structures. Based
on the studies India is the 60% is prone to earthquakes. But
many of the structures are designed using the wind force as
a lateral load but sometimes the seismic force also leads to
collapse of a structure. By the consideration of combination
of loads of live load, dead load and wind load or seismic
load by using the code of practice IS 875 (part-v). So in this
project we manually design a intze tank of 1000000 liters
capacity using the codes of IS 456-2000, IS 3370 and will
be statically checked using the code of practice of IS 875
part-v and IS 1893 part-II (2016). After the comparison of
the manual design, these design parameters will be applied
in STAAD Pro software and comparison will be done with
manual design and software design.
Keywords :
Intze Water Tank, STAAD Pro, Seismic Load And I.S Codes Etc.
