Technical Papers
Mar 25, 2023

Topology and Sizing Optimization of Truss-Like Pedestrian Bridges with Viscous Dampers and Inerters

Publication: Journal of Structural Engineering
Volume 149, Issue 6

Abstract

The design of footbridges has begun to receive more attention in recent years due to cases in which undesirable vibrations occurred. The utilization of passive energy dissipation systems to control bridge responses has become popular as a remedy for this matter. This paper proposes the use of inerters to mitigate pedestrian bridge vibrations, and explores their potential. This is done by presenting a topology and sizing optimization methodology for pedestrian bridges equipped with fluid viscous dampers and inerters. Planar truss-like bridges are examined, loaded under dynamic and static loads. All constructive elements’ sizes (including dampers) serve as continuous design variables. The objective is to minimize a cost function of the bridge. The optimization process is constrained by demanding responses of interest not to exceed allowable values, along with global and local buckling. A first-order gradient-based optimization algorithm is adopted to lessen the computational effort. Lastly, a discretization postprocess is offered to lead to discrete designs of relevant design variables, such as steel cross sections. The results shed light on the advantages of combining inerters in pedestrian bridges.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The ground structure was generated by FIExtract v1.13, a program for editing two-dimentional truss and continuum structures created by Yuriy Elesin.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 6June 2023

History

Received: Jun 23, 2022
Accepted: Dec 16, 2022
Published online: Mar 25, 2023
Published in print: Jun 1, 2023
Discussion open until: Aug 25, 2023

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Ph.D. Candidate, Faculty of Civil and Environmental Engineering, Technion-Israel Institute of Technology, Technion City, Haifa 32000, Israel. ORCID: https://orcid.org/0000-0002-9105-9395. Email: [email protected]
Associate Professor, Faculty of Civil and Environmental Engineering, Technion-Israel Institute of Technology, Technion City, Haifa 32000, Israel (corresponding author). ORCID: https://orcid.org/0000-0002-8106-0069. Email: [email protected]

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