OPTIMIZATION OF REINFORCED CONCRETE RESERVOIR WITH CIRCUMFERENTIAL STIFFENERS STRIPS BY PARTICLE SWARM ALGORITHM

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HAVAEI GHOLAM REZA; KIA SAEED

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Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2015 | Volume:2 | Issue:2 Page(s): 28-42

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Information Journal Paper

Title

OPTIMIZATION OF REINFORCED CONCRETE RESERVOIR WITH CIRCUMFERENTIAL STIFFENERS STRIPS BY PARTICLE SWARM ALGORITHM

Author(s)

HAVAEI GHOLAM REZA | KIA SAEED | Issue Writer Certificate

Keywords

STIFFENERS STRIPSQ2

PARTICLE SWARM ALGORITHMQ1

REINFORCED CONCRETE RESERVOIRSQ1

OPTIMIZATIONQ2

Abstract

Reinforced concrete reservoirs (RCR) have been used extensively in municipal and industrial facilities for several decades. The design of these structures requires that attention be given not only to strength requirements, but to serviceability requirements as well. These types of structures will be square, round, and oval reinforced concrete structures which may be above, below, or partially below ground. The main challenge is to design concrete liquid containing structures which will resist the extremes of seasonal temperature changes, a variety of loading conditions, and remain liquid tight for useful life of 50 to 60 years. In this study, OPTIMIZATION is performed by PARTICLE SWARM ALGORITHM basd on structural design. Firstly by structural analysis all range of shell thickness and areas of rebar find. In the second step by parameter identification system interchange algorithm, source code which developed in PARTICLE SWARM ALGORITHM by MATLAB software linked to analysis software. Therefore best and optimized thicknesses and total area of bars for each element find. Lastly with circumferential stiffeners structure optimize and show 19% decrease in weight of rebar, 20% decrease in volume of concrete, and 13% minimum cost reduction in construction procedure compared with conventional 10,000 m3 RCR structures.

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APA: Copy

HAVAEI, GHOLAM REZA, & KIA, SAEED. (2015). OPTIMIZATION OF REINFORCED CONCRETE RESERVOIR WITH CIRCUMFERENTIAL STIFFENERS STRIPS BY PARTICLE SWARM ALGORITHM. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 2(2), 28-42. SID. https://sid.ir/paper/252523/en

Vancouver: Copy

HAVAEI GHOLAM REZA, KIA SAEED. OPTIMIZATION OF REINFORCED CONCRETE RESERVOIR WITH CIRCUMFERENTIAL STIFFENERS STRIPS BY PARTICLE SWARM ALGORITHM. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2015;2(2):28-42. Available from: https://sid.ir/paper/252523/en

IEEE: Copy

GHOLAM REZA HAVAEI, and SAEED KIA, “OPTIMIZATION OF REINFORCED CONCRETE RESERVOIR WITH CIRCUMFERENTIAL STIFFENERS STRIPS BY PARTICLE SWARM ALGORITHM,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 2, no. 2, pp. 28–42, 2015, [Online]. Available: https://sid.ir/paper/252523/en

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