Abstract

This paper proposes a framework for seismic performance assessment of mutiblock tower structures designed to store renewable energy. To perform our assessment, we deployed, in tandem, physical and numerical models that were developed using appropriate scaling for Newtonian systems that interact via frictional contact. The approach is novel, breaking away from continuum structures for which Cauchy scaling and continuum mechanics are used to model systems. We show that our discontinuous approach is predictive and consistent. We demonstrate predictiveness by showing that the numerical models can reproduce with high fidelity the physical models deployed across two different scales. Consistency is demonstrated by showing that our models can be seamlessly compared across scales and without regard for whether the model is physical or numerical. The integrated theoretical-numerical-experimental approach provides a robust framework to study multiblock tower structures, and the results of our seismic performance assessments are promising. These findings may open the door for new analysis tools in structural mechanics, particularly those applied to gravity energy storage systems.

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Data Availability Statement

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

Acknowledgments

This research was supported by Energy Vault, Inc. We gratefully acknowledge EV’s support, encouragement and freedom during this project. We also thank the contractors (Whiteside Concrete Construction, Dynamic Isolation Systems, BlockMex, Luka Grip and Lighting, Abel-Cine, Samy’s Camera) and university facilities’ personnel at UCB and Caltech for their commitment to this project.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 149Issue 1January 2023

History

Received: Oct 28, 2021
Accepted: Jul 7, 2022
Published online: Nov 2, 2022
Published in print: Jan 1, 2023
Discussion open until: Apr 2, 2023

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Authors

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José E. Andrade, M.ASCE [email protected]
Professor, Mechanical and Civil Engineering, California Institute of Technology, 1200 E California Blvd., Pasadena, CA 91125 (corresponding author). Email: [email protected]
Ares J. Rosakis, M.ASCE [email protected]
Professor, Graduate Aerospace Laboratories, California Institute of Technology, 1200 E California Blvd., Pasadena, CA 91125. Email: [email protected]
Joel P. Conte, M.ASCE [email protected]
Professor, Dept. of Structural Engineering, Univ. of California, San Diego 9500 Gilman Dr., La Jolla, CA 92093. Email: [email protected]
José I. Restrepo, M.ASCE [email protected]
Professor, Dept. of Structural Engineering, Univ. of California, San Diego 9500 Gilman Dr., La Jolla, CA 92093. Email: [email protected]
Vahe Gabuchian [email protected]
Researcher, Graduate Aerospace Laboratories, California Institute of Technology, 1200 E California Blvd., Pasadena, CA 91125. Email: [email protected]
John M. Harmon [email protected]
Graduate Student, Mechanical and Civil Engineering, California Institute of Technology, 1200 E California Blvd., Pasadena, CA 91125. Email: [email protected]
Andrés Rodriguez [email protected]
Graduate Student, Dept. of Structural Engineering, Univ. of California, San Diego 9500 Gilman Dr., La Jolla, CA 92093. Email: [email protected]
Postdoctoral Researcher, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley 1301 S. 46th St., Richmond, CA 94804-4698. Email: [email protected]
Andrea R. Pedretti [email protected]
Chief Technology Officer, Energy Vault, Inc., 4360 Park Terrace Dr., Westlake Village, CA 91361. Email: [email protected]

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Cited by

  • Seismic-Response Assessment of Multiblock Tower Structures for Energy Storage: 1/25 Scale, Journal of Structural Engineering, 10.1061/JSENDH.STENG-13144, 150, 5, (2024).
  • Discrete Structural Systems Modeling: Benchmarking of LS-DEM and LMGC90 with Seismic Experiments, Journal of Engineering Mechanics, 10.1061/JENMDT.EMENG-7036, 149, 12, (2023).

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