Chapter
Apr 17, 2018
Structures Congress 2018

Structural Optimization for Efficient Bridge Designs: The Prototype for the LAX Pedestrian Bridges

Publication: Structures Congress 2018: Buildings and Disaster Management

ABSTRACT

The design of pedestrian bridges has been evolving significantly in the past few years due to emerging technologies and the application of non-traditional materials. This paper describes these trends with specific reference to the design of a prototype for the Los Angeles LAX airport pedestrian bridges. The design for the bridges was developed using structural optimization techniques, which have already been successfully applied in the aeronautical, automobile, and mechanical industries where natural force flows are modeled. These fundamental principles of optimization have been used to develop two novel responses to the long-span pedestrian bridge – the optimized orthotropic plate pedestrian bridge and the optimized truss pedestrian bridge. Both designs, though unique and simple, integrate the idea of topology optimization with modular design, resilient materiality, sustainable practices, and visual transparency.

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REFERENCES

Beghini L. L., Beghini A., Katz, N., Baker, W. F., Paulino G. H. (2014) “Connecting Architecture and Engineering through Structural Topology Optimization.” Engineering Structures, 59 pp.: 716–726.
Bendsoe, M. P. (1989). “Optimal shape design as a material distribution problem.” Structural Optimization; 1(4): 193–202.
Bendsoe, M. P., Sigmund, O. (1999). “Material interpolation schemes in topology optimization.” Archive of Applied Mechanics; 69(9–10): 635–654.
Michell, A. G. M. (1904) “The Limits of Economy of Material in Frames-structures” Philosophical Magazine, 8(47): 589–595.
Rozvany, G. I. N., Zhou, M., Birker, T. (2001) “Generalized shape optimization without homogenization.” Structural and Multidisciplinary Optimization; 22(2):116–124.
Talischi, C., Paulino, G. H., Pereira, A., Menezes, I. F. M. (2010). “Polygonal finite elements for topology optimization: A unifying paradigm” IJNME; 82(6):671–698.
Zhou, M., Rozvany, G. I. N. (1991) “The COC algorithm, Part II: Topological, geometrical and generalized shape optimization.” Computer Methods in Applied Mechanics and Engineering; 89(1–3):309–336.

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Go to Structures Congress 2018
Structures Congress 2018: Buildings and Disaster Management
Pages: 112 - 120
Editor: James Gregory Soules, 1CB&I
ISBN (Online): 978-0-7844-8132-5

History

Published online: Apr 17, 2018
Published in print: Apr 17, 2018

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Authors

Affiliations

Mark Sarkisian [email protected]
P.E., S.E.
Partner, Skidmore, Owings & Merrill, LLP, One Front St., Suite 2400, San Francisco, CA 94111. E-mail: [email protected]
P.E., S.E.
Director, Skidmore, Owings & Merrill, LLP, One Front St., Suite 2400, San Francisco, CA 94111. E-mail: [email protected]
Alessandro Beghini, Ph.D. [email protected]
P.E., S.E.
Associate Director, Skidmore, Owings & Merrill, LLP, One Front St., Suite 2400, San Francisco, CA 94111. E-mail: [email protected]
S.E., P.E.
Associate Director, Skidmore, Owings & Merrill, LLP, One Front St., Suite 2400, San Francisco, CA 94111. E-mail: [email protected]
John Gordon [email protected]
S.E., C.Eng
Associate Director, Skidmore, Owings & Merrill, LLP, One Front St., Suite 2400, San Francisco, CA 94111. E-mail: [email protected]
P.E., S.E.
Associate, Skidmore, Owings & Merrill, LLP, 333 South Grand Av., Suite 3600, Los Angeles, CA 90071. E-mail: [email protected]

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