Feasibility Study on Replicating Tree Design Structure in Trusses Subjected to Lateral Loading

Authors

  • Kian Lim Yap
  • Anwar Mohammed Parvez
  • Jayaprakash Jaganathan
  • Wael Elleithy
  • Teck Leong Lau

DOI:

https://doi.org/10.14419/ijet.v7i3.36.29084

Published:

2018-05-06

Keywords:

Deflection, Lateral load, Tree design, Truss analysis

Abstract

This paper explores the question as to whether designs found in nature can assist in improving current design of structures. The objective of replication of nature is to increase strength and durability with further emphasis on reducing material usage. The basis of this investigation starts with frame structure in the shape of the slope of a tree stump. The study focusses on the effectiveness of various truss design and how it compares to the design found in nature. Although the tree design was found to be no better than the existing frame structures (in terms of rigidity), it still may be potential in other application. In comparison to conventional truss design, the design following tree stump demonstrates a higher flexibility that may prove to be potentially beneficial in resisting lateral load resulting from wind or earthquake.

 

 

References

[1] Hibbeler, R. (2009). Structural analysis. 7th ed. Singapore: Pearson Prentice Hall, pp.89.

[2] Mattheck, C., Kappel, R. & Sauer, A., (2007), Shape optimization the easy way: The “method of tensile triangles.†International Journal of Design and Nature, 2(4), pp.301–309.

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How to Cite

Lim Yap, K., Mohammed Parvez, A., Jaganathan, J., Elleithy, W., & Leong Lau, T. (2018). Feasibility Study on Replicating Tree Design Structure in Trusses Subjected to Lateral Loading. International Journal of Engineering & Technology, 7(3.36), 84–89. https://doi.org/10.14419/ijet.v7i3.36.29084
Received 2019-05-01
Accepted 2019-05-01
Published 2018-05-06