Technical Papers
Apr 18, 2022

Seismic Response of Yielding Multistory Steel Buildings Equipped with Pressurized Sand Dampers

Publication: Journal of Structural Engineering
Volume 148, Issue 7

Abstract

This paper investigates the seismic response analysis of the 9-story SAC building equipped with pressurized sand dampers, a new type of low-cost energy dissipation device where the material enclosed within the damper housing is pressurized sand. The strength of the pressurized sand damper is proportional to the externally exerted pressure on the sand via prestressed steel rods; therefore, the energy dissipation characteristics of a given pressurized sand damper can be adjusted according to a specific application. The strong pinching behavior of pressurized sand dampers was characterized with a previously developed three-parameter Bouc-Wen hysteretic model that for this study was implemented in the open source code OpenSees with a C++ algorithm, and it was used to analyze the seismic response of the 9-story SAC building subjected to six strong ground motions that exceed the design response spectrum for all soil categories. The paper shows that for the family of strong ground motions used in this study, pressurized sand dampers with strength of the order of 5%–10% of the weights of their corresponding floors were able to keep the interstory drifts of the 9-story SAC building at or below 1%, while base shears and peak plastic hinge rotations were reduced in the damped configuration. Supplemental damping produced mixed results on floor accelerations; nevertheless, in most floors, peak accelerations were reduced.

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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 study was funded by the National Science Foundation with Grant No. CMMI-2036131. The cyclic testing on the prototype sand dampers at exerted pressures of 3.0 and 5.0 MPa was conducted at the University of Patras, Greece, by Dr. E. Strepelias under the supervision of Professor S. Bousias, and their effort is gratefully acknowledged.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 7July 2022

History

Received: Jun 4, 2021
Accepted: Feb 14, 2022
Published online: Apr 18, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 18, 2022

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Authors

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Gholamreza Moghimi, S.M.ASCE https://orcid.org/0000-0001-5950-5204
Doctoral Candidate, Dept. of Civil and Environmental Engineering, Southern Methodist Univ., Dallas, TX 75275. ORCID: https://orcid.org/0000-0001-5950-5204
Professor, Dept. of Civil and Environmental Engineering, Southern Methodist Univ., Dallas, TX 75275 (corresponding author). ORCID: https://orcid.org/0000-0002-9059-2147. Email: [email protected]

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Cited by

  • Simplified Nonlinear Damping Force Formula for Rotary Eddy Current Dampers and Comparative Hazard Analysis under Seismic Excitation with Fluid Viscous Dampers, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12809, 150, 4, (2024).
  • Numerical Simulations of Particle Behavior and Crushing within a Pressurized Sand Damper Subjected to Cyclic Loading, Journal of Engineering Mechanics, 10.1061/JENMDT.EMENG-7365, 150, 1, (2024).
  • Assessment of the Effect of Design Parameters of Pressurized Sand Dampers from Component Testing, Journal of Engineering Mechanics, 10.1061/JENMDT.EMENG-7013, 149, 10, (2023).
  • Inter-story seismic isolation for high-rise buildings, Engineering Structures, 10.1016/j.engstruct.2022.115175, 275, (115175), (2023).

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