Abstract

This paper discusses the results of 125 scale shake table tests evaluating the seismic response of multiblock tower structures (MTSs) conceived as energy storage systems. The tests described here are a part of a comprehensive research campaign involving smaller physical models, computational model validation, and the theoretical background required to compare results across scales. The 6.46-m-high MTSs consisted of over 7,000 concrete blocks stacked vertically without any bonding agent, interacting only by friction and rocking. Three MTSs were tested under two different ground motions. Dynamic digital image correlation (DIC) and low-cost micro electrical mechanical system (MEMS) accelerometers were used for dynamic response measurements. Towers 1 and 3, subjected to repeated strong-intensity earthquake ground motions, collapsed during the third repetition due to the accumulation of residual displacements. Tower 2 was subjected to a single near-fault ground motion representing an extreme event and collapsed during the test. Different collapse mechanisms were identified in the test program. Data collected from individual blocks showed in-plane and out-of-phase block rotation and sliding, which contributed to the system’s energy dissipation during the tests.

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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

We gratefully acknowledge the support, encouragement, and freedom provided by Energy Vault, Inc. 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 facility personnel at UC Berkeley for their commitment to this project.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 5May 2024

History

Received: Aug 28, 2023
Accepted: Nov 28, 2023
Published online: Mar 6, 2024
Published in print: May 1, 2024
Discussion open until: Aug 6, 2024

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Authors

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

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