REVIEW ON ANALYSIS OF DOME.
DOI:
https://doi.org/10.3759/josem.v6i1.1370Abstract
This paper represent review on analysis of dome for different bracing system. In this work the proposed dome is modelled, analysis and design to be done by using SAP2000. The designed reinforced concrete domes have been made for normal braces i.e. polygonal faces, triangular faces, and zipper bracing system. The vertical member added in triangular faces i.e. strut is called as zipper frame. Analysis and design is done for three bracing system. These bracing systems are works as column and beam in dome structure. The diameter of dome is kept common for all three cases i.e. 80m dia. and rise of dome is 27m. Various loads are considered such as Dead load, Live load, Static and dynamic earthquake loads on dome structure and Response spectrum analysis method has been used.Downloads
Published
Issue
Section
License
Declaration and Copyright Transfer Form
(to be completed by authors)
I/ We, the undersigned author(s) of the submitted manuscript, hereby declare, that the above manuscript which is submitted for publication in the STM Journals(s), is not published already in part or whole (except in the form of abstract) in any journal or magazine for private or public circulation, and, is not under consideration of publication elsewhere.
- I/We will not withdraw the manuscript after 1 week of submission as I have read the Author Guidelines and will adhere to the guidelines.
- I/We Author(s ) have niether given nor will give this manuscript elsewhere for publishing after submitting in STM Journal(s).
- I/ We have read the original version of the manuscript and am/ are responsible for the thought contents embodied in it. The work dealt in the manuscript is my/ our own, and my/ our individual contribution to this work is significant enough to qualify for authorship.
- I/We also agree to the authorship of the article in the following order:
Author’s name
1. ________________
2. ________________
3. ________________
4. ________________
| We Author(s) tick this box and would request you to consider it as our signature as we agree to the terms of this Copyright Notice, which will apply to this submission if and when it is published by this journal. |