Analysis and design of improvement of structural performance of pergolas

Authors

  • Gema Karina Ibarra Torúa Universidad de Sonora
  • David Ruiz Aguirre Universidad de Sonora
  • Dagoberto Burgos Flores Universidad de Sonora
  • Ilse Irene Yepis Osuna Universidad de Sonora

DOI:

https://doi.org/10.36790/epistemus.v13i26.91

Keywords:

Structural Performance, structural design, cross section

Abstract

This paper exposes the problematic of a structural support system for vineyards called pérgola, with this is sought to have a better structural performance with respect to the current section. This one, carries out the revision of structural capacities by means of experimental tests, numerical models of bars and with solid elements under the linear elastic rank, having like purpose the analysis and design of a proposal of stringer beam cross section.

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References

American Institute of Steel Construction. (2016). ANSI/AISC 360-16 Specification for Structural Steel Buildings. Chicago, Illinois: 130 East Randolph Street.

ASTM International. (2013). E8/E8M Tension Testing of Metallic Materials. United States.

Published

2019-06-30

How to Cite

Ibarra Torúa, G. K., Ruiz Aguirre, D., Burgos Flores, D., & Yepis Osuna, I. I. (2019). Analysis and design of improvement of structural performance of pergolas. EPISTEMUS, 13(26), 13–21. https://doi.org/10.36790/epistemus.v13i26.91

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