Now a days, the architects often prohibit the widths of the columns so that more free space is available and for the good aesthetic look of the building without columns protruding out of the walls and corners. Advances in structural members and techniques to resist lateral forces are generally used now days to pretend more stable and safe structure. Solid structures with non rectangular uncommonly formed flimsy segments discovered as an option in contrast to the above said issue and it is discovered that non rectangular uniquely molded dainty segments performs well basically with all investigation results inside satisfactory cutoff points. In present work with the end goal to contrast fortified solid structure using traditional columns against structure designed with special shaped columns considering seismic loads on G 12 multi story building having plan measurement 63.20 m x 29.50 m is displayed and dissected in ETABS 2018 adaptation coordinated building outline programming. Proportionate static investigation and dynamic reaction range examination are performed on the structure. Bhavya Upadhyay | Dr. Rajeev Singh Parihar | Abhay Kumar Jha "Analysis of a High Rise Structure Using E-Tabs Software" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47728.pdf Paper URL : https://www.ijtsrd.com/engineering/computer-engineering/47728/analysis-of-a-high-rise-structure-using-etabs-software/bhavya-upadhyay
International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 5 Issue 6, September-October 2021 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD47728 | Volume – 5 | Issue – 6 | Sep-Oct 2021
Page 1834
Analysis of a High Rise Structure Using E-Tabs Software
Bhavya Upadhyay
1
, Dr. Rajeev Singh Parihar
2
, Abhay Kumar Jha
3
1Research Scholar, 2Professor, 3Associate Professor,
1,2,3Lakshmi Narain College of Technology, Bhopal Madhya Pradesh, India
ABSTRACT
Now-a-days, the architects often prohibit the widths of the columns
so that more free space is available and for the good aesthetic look of
the building without columns protruding out of the walls and corners.
Advances in structural members and techniques to resist lateral forces
are generally used now days to pretend more stable and safe
structure. Solid structures with non-rectangular uncommonly formed
flimsy segments discovered as an option in contrast to the above said
issue and it is discovered that non-rectangular uniquely molded
dainty segments performs well basically with all investigation results
inside satisfactory cutoff points.
In present work with the end goal to contrast fortified solid structure
using traditional columns against structure designed with special
shaped columns considering seismic loads on G+12 multi-story
building having plan measurement 63.20 m x 29.50 m is displayed
and dissected in ETABS (2018) adaptation coordinated building
outline programming. Proportionate static investigation and dynamic
reaction range examination are performed on the structure.
KEYWORDS: Structural stability, analysis, software, columns, lateral
forces
How to cite this paper: Bhavya
Upadhyay | Dr. Rajeev Singh Parihar |
Abhay Kumar Jha "Analysis of a High
Rise Structure Using E-Tabs Software"
Published
in
International
Journal of Trend in
Scientific Research
and Development
(ijtsrd), ISSN: 2456-
6470, Volume-5 |
Issue-6,
October