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SUSTAINABLE STRUCTURAL DESIGN METHODOLOGY FOR LATTICE TELECOMMUNICATION TOWERS

Victoria ROSCA

First published: 2019-06-20https://doi.org/10.5593/sgem2019/6.2/s27.071View metrics

Abstract

The civil engineers have a responsibility to society to offer best possible solutions in order to design more sustainable buildings. A way to incorporate sustainability concepts by the structural engineers is the attempt to reduce both material consumption requirements and energy use during all phases of design. In a sustainability focused society, the amount of the matter resulted from a structural design according to the norms, may be of key importance. Nowadays, structural engineers are trained to design for member efficiency, but an efficient choice of the topology of the system-type is closely tied to overall project sustainability. This study investigates a structural design methodology that focuses on generation of low-cost steel triangular lattice transmission line towers by size and topology optimization method. Static wind loading will be employed in developing designs of lattice towers. Guidance for predicting the effect of wind on lattice structures is provided by EN 1993-3-1 [1]. The research describes the mathematical formulation through the optimization procedure. A MATLAB program has been developed to solve the fail-safe optimal problem for triangular lattice steel towers and to minimize tower weight. Numerical examples illustrate the capability of optimization scheme to create and offer economical topology solutions, because it found better topologies than the traditional design.

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Publication details

Title
SUSTAINABLE STRUCTURAL DESIGN METHODOLOGY FOR LATTICE TELECOMMUNICATION TOWERS
Authors
Victoria ROSCA
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 19th International Multidisciplinary Scientific GeoConference SGEM2019, Nano, Bio, Green and Space: Technologies for Sustainable Future
Publisher
STEF92 Technology
Year
2019
Pages
557-564
SWS Citekey
ROSCA201927557564
ISSN
1314-2704
ISBN
978-619-7408-89-8
Language
en
Publication type
Conference Paper
Keywords
References10
  1. . EN 1993-3-1: Eurocode 3: Design of steel structures - Part 3-1: Towers, masts and chimneys – Towers and masts, European Committee for Standardization;

  2. Widman J., Sustainability of steel framed-buildings, The Swedish Institute of Steel Construction, 2005, 16p;

  3. Farkas, J., Jármai, K., Optimum Design of Steel Structures, Ed. Springer - Verlag Berlin Heidelberg, 2013

  4. Sousa, de R.R, Fadel Miguel, L. F., Lopez, R. H., Torii, A. J., A procedure for the size, shape and topology optimization of transmission line tower structures, Engineering Structures, vol. 111, pp 162–184, 2016;

  5. Tejani G.G., Savsani V., Bureerat S., Truss Topology Optimization: A review Past, present, and future, Scholars' Press, 2018.

  6. EN 1993-1-1: Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings;

  7. Shea, K., Smith, I. F., Improving full-scale transmission tower design through topology and shape optimization. Journal of structural engineering, American Society of Civil Engineers, vol. 132, issue 5, pp. 781–790, 2006;

  8. Paris J., Martinez S., Navarrina F., Colominas I., Casteleiro M., Structural optimization of high voltage transmission line towers considering continuum and discrete design variables. Computer Aided Optimum Design in Engineering XII, WIT Press, vol. 125, p. 59, 2012;

  9. Al-Jassani A.A.M., Al-Suraifi I.J.H., Telecommunication Cell Tower Most Common Alternatives Overview. American Journal of Civil Engineering, vol. 5, issue 5, pp. 268-281, 2017;

  10. EN 1991-1-4: Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions, European Committee for Standardization.

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