COI code: ICCT04_124
Paper Language: English
How to Download This Paper
For Downloading the Fulltext of CIVILICA papers please visit the orginal Persian Section of website.
Authors CONCRETE RESERVOIRS OPTIMIZATION BY PRISMATIC STIFFENERS USING PARTICLE SWARM ALGORITHMMohammad Reza Ghasemi - Associate Professor of University of Sistan and Baluchestan, Zahedan, IRAN
Saeed KIA - M.Sc. in Structural Engineering at University of Sistan and Baluchestan, Zahedan, IRAN
Abstract:Concrete reservoirs are one of the major structures applied for reserving fluids to be used in the networks of drinking water. Usually, these rectangular reservoirs have fixed shapes; they are designed and calculated based on input Debi, the conditions of structure land and the kinds of static and dynamic loads. In this research, first, the elements of reservoir walls are typed according to the performed analysis; then the range of membrane thickness and the minimum and maximum cross section of consumed bar are determined on the maximum stress. In next phase, based on reservoir analysis and using the algorithm of PARIS connector, the related information are combined with the code for particle swarm optimization (PSO) algorithm, an algorithm for swarming search, to determine the optimum thickness of cross sections for reservoir membrane elements and the optimum cross section of consumed bars. Based on very complex mathematical linear models for correct embedding and angles related to a chain of peripheral strengthening membranes, which optimize the structure vibrational, a mutual relation is selected between the modelling software and code for particle swarm optimization algorithm. Finally, the comparative weight of concrete reservoir optimized by peripheral strengthening membrane is analysed by common methods. This analysis shows 19% decrease for bar weight, 20% decrease for concrete weight and minimum 13% saving for construction costs according to the items of checklist for a concrete reservoir at 10,000m3.
Keywords:Reinforced concrete reservoirs, Prismatic stiffeners strips, Particle swarm optimization
COI code: ICCT04_124
how to cite to this paper:If you want to refer to this article in your research, you can easily use the following in the resources and references section:
Ghasemi, Mohammad Reza & Saeed KIA, 2012, CONCRETE RESERVOIRS OPTIMIZATION BY PRISMATIC STIFFENERS USING PARTICLE SWARM ALGORITHM, 4th International Conference on Seismic Retrofitting (Earthquake Engineering and new Technology on Retrofitting), تبريز, انستيتو مقاوم سازي لرزه اي ايران, https://www.civilica.com/Paper-ICCT04-ICCT04_124.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Ghasemi, Mohammad Reza & Saeed KIA, 2012)
Second and more: (Ghasemi & KIA, 2012)
For a complete overview of how to citation please review the following CIVILICA Guide (Citation)
The University/Research Center Information:
Type: state university
Paper No.: 9075
in University Ranking and Scientometrics the Iranian universities and research centers are evaluated based on scientific papers.
Research Info Management
Export Citation info of this paper to research management softwares
New Related Papers
- Investigation on Behavior of End-plate Connections in Picket Column
- The Effect of Soil Specifications, on the Maximum InelasticDisplacement of Industrial Steel Structures with Overhead Cranes
- Finite Element Investigation on the Behaviour of Open-Web Steel Beams Subjected to Fire
- Seismic study of cable-cylinder bracing under near field records
- Evaluation of behavior of semi-supported steel shear walls with opening
The Above articles are recently indexed in the related subjects
Iran Scientific Advertisment Netword
Share this paper
WHAT IS COI?
COI is a national code dedicated to all Iranian Conference and Journal Papers. the COI of each paper can be verified online.