Analysis of Proposed Diagrid Geometry Using Golden Ratio in Non-linear Regime of Material
Abstract
Lateral loads are critical in the design of high-rise structures. The buildings need to have high stiffness and must be able to resist lateral deformations and torsional rotations without having discomfort to the user. Diagrid structural system is one of the systems used in resisting lateral forces. In this study, diagrid geometry is generated using the ‘Golden Ratio’ concept and used to model 40, 50, and 60 story structures. Two more diagrid schemes are modeled to compare the results. The diagrid members are designed, and optimized sections are provided by performing iterations with different values of ‘s’ which is the ratio of lateral displacement at the top due to bending and due to shear, and a constant ‘α’. The structural performance of the proposed diagrid system is represented in terms of the time period, lateral stiffness, and drift ratio. The non-linear behavior of diagrids is studied by performing pushover analysis up to the point when one or more members reach a collapsed state. Proposed diagrid geometry shows better results than the other two diagrid schemes. Concluding remarks have been made regarding diagrid geometry, the design of diagrid members, the effectiveness of the Golden Ratio in diagrid geometry, and the non-linear behavior of diagrids. Keywords: Golden Ratio, diagrid structures, drift ratio, lateral stiffness, non-linear analysis, material non-linearityDownloads
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. |