Study on Different Truss Structures for Ware House Design
DOI:
https://doi.org/10.24113/ijoscience.v3i7.31Keywords:
Steel-section, Structural Optimization, Progressive Collapse, analysis, staad-pro.Abstract
The present work presents a sizing optimization procedure for composite steel-3-dimensinal frames. An evolutionary optimization method is employed to minimize structural cost subject to constraints associated with:
(a) Indian provisions for safety of steel structures,
(b) I.S. 800:2007 provisions for safety of steel members,
(c) Structural system.
For the numerical analysis of steel structure, a variety of damage scenarios is considered. The results obtained demonstrate the effectiveness of the proposed optimization approach of particular importance is the investigation of the variation in the structural cost achieved when collapse resistance constraints are incorporated in the design process. By enforcing the satisfaction of additional design requirements on system resistance and safety against local failure, structural cost is inevitably increased. This increase is quantitatively explored by comparing designs obtained with and without collapse resistance constraints.
Here in this research work we will analyze two structures of same geometry and loadings with optimization of steel by using two different sections.
Downloads
References
M.G.Kalyanshetti, G.S.Mirajkar (2012, November-December). Comparison between Conventional Steel Structures and Tubular Steel Structures. International Journal of Engineering Research and Applications. Volume 2 (Issue 6), pp.1460-1464. www.ijera.com/papers/Vol2_issue6/HK2614601464.pdf.
. Trilok Gupta, Ravi K. S Harma (2013) “Comparative Study of Pre Engineered Steel Structure by Varying Width of structure” International Journal of Advanced Engineering Technology.
. Vaibhav B. Chavan et. al. (1990 in international journal of engineering research and application in vol.2 issue for july august1990.
. Togan Durmaz and Daloglu, Optimization of roof trusses under snow loads given in Turkish Codes, International conference on Engineering Structures, 28-33, (2006)
Anbuchezian.A, Dr. Baskar.G (2013) “Experimental study on cold formed steel purlin sections” Engineering Science and Technology: An International Journal (ESTIJ), ISSN: 2250-3498, Vol.3, No.2, April 2013 276
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2017 Babar Hussain, Dr Ajay Swarup

This work is licensed under a Creative Commons Attribution 4.0 International License.
IJOSCIENCE follows an Open Journal Access policy. Authors retain the copyright of the original work and grant the rights of publication to the publisher with the work simultaneously licensed under a Creative Commons CC BY License that allows others to distribute, remix, adapt, and build upon your work, even commercially, as long as they credit you for the original creation. Authors are permitted to post their work in institutional repositories, social media or other platforms.
Under the following terms:
-
Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
- No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.