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.
Get full access to this article
View all available purchase options and get full access to this article.
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.
References
Aghagholizadeh, M., and N. Makris. 2018. “Earthquake response analysis of yielding structures coupled with vertically restrained rocking walls.” Earthquake Eng. Struct. Dyn. 47 (15): 2965–2984. https://doi.org/10.1002/eqe.3116.
ASCE. 2013. Minimum design loads for buildings and other structures. ASCE/SEI 7-13. Reston, VA: ASCE.
Baber, T. T., and M. N. Noori. 1985. “Random vibration of degrading, pinching systems.” J. Eng. Mech. 111 (8): 1010–1026. https://doi.org/10.1061/(ASCE)0733-9399(1985)111:8(1010).
Barenblatt, G. I. 1996. Scaling, self-similarity, and intermediate asymptotics: Dimensional analysis and intermediate asymptotics. Cambridge, UK: Cambridge University Press.
Beck, J. L., and R. I. Skinner. 1973. “The seismic response of a reinforced concrete bridge pier designed to step.” Earthquake Eng. Struct. Dyn. 2 (4): 343–358. https://doi.org/10.1002/eqe.4290020405.
Black, C. J., I. D. Aiken, and N. Makris. 2002. Component testing, stability analysis, and characterization of buckling-restrained unbounded braces. Berkeley, CA: Pacific Earthquake Engineering Research Center, College of Engineering, Univ. of California, Berkeley.
Black, C. J., and N. Makris. 2006. Viscous heating of fluid dampers under wind and seismic loading: Experimental studies, mathematical modeling and design formulae. Berkeley, CA: Earthquake Engineering Research Center, Univ. of California, Berkeley.
Black, C. J., and N. Makris. 2007. “Viscous heating of fluid dampers under small and large amplitude motions: Experimental studies and parametric modeling.” J. Eng. Mech. 133 (5): 566–577. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:5(566).
Black, C. J., N. Makris, and I. D. Aiken. 2003. “Component testing and modeling of buckling restrained unbounded braces.” In Proc., Conf. of Behavior of Steel Structure in Seismic Areas-Stessa. Boca Raton, FL: CRC Press.
Black, C. J., N. Makris, and I. D. Aiken. 2004. “Component testing seismic evaluation and characterization of buckling restrained braces.” J. Struct. Eng. 130 (6): 880–894. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:6(880).
Boardman, P. R., B. J. Wood, and A. J. Carr. 1983. “Union house: A cross braced structure with energy dissipators.” Bull. N. Z. Soc. Earthquake Eng. 16 (2): 83–97. https://doi.org/10.5459/bnzsee.16.2.83-97.
Charalampakis, A. E., and V. K. Koumousis. 2008. “On the response and dissipated energy of Bouc–Wen hysteretic model.” J. Sound Vib. 309 (3–5): 887–895. https://doi.org/10.1016/j.jsv.2007.07.080.
Charleson, A. W., P. D. Wright, and R. I. Skinner. 1987. “Wellington Central Police Station—Base isolation of an essential facility.” In Proc., Pacific Conf. on Earthquake Engineering, 377–388. Wellington, New Zealand: New Zealand Society for Earthquake Engineering.
Chopra, A., and R. Goel. 2002. “A modal pushover analysis procedure for estimating seismic demands for buildings.” Earthquake Eng. Struct. Dyn. 31 (3): 561–582. https://doi.org/10.1002/eqe.144.
Constantinou, M. C., and M. A. Adnane. 1987. Dynamics of soil-base-isolated-structure systems: Evaluation of two models for yielding systems. Philadelphia: National Science Foundation, Dept. of Civil Engineering, Drexel Univ.
Constantinou, M. C., T. T. Soong, and G. F. Dargush. 1998. Passive energy dissipation systems for structural design and retrofit. Buffalo, NY: Multidisciplinary Center for Earthquake Engineering Research.
Constantinou, M. C., and M. D. Symans. 1993. “Seismic response of structures with supplemental damping.” Struct. Des. Tall Build. 2 (2): 77–92. https://doi.org/10.1002/tal.4320020202.
Fahnestock, L. A., J. M. Ricles, and R. Sause. 2007. “Experimental evaluation of a large-scale buckling-restrained braced frame.” J. Struct. Eng. 133 (9): 1205–1214. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1205).
FEMA. 2000. “SAC venture guidelines development committee.” Accessed June 1, 2000. https://www.nehrp.gov/pdf/fema350.pdf.
FEMA. 2006. Techniques for the seismic rehabilitation of existing buildings. FEMA-547. Washington, DC: FEMA.
Foliente, G. C., M. P. Singh, and M. N. Noori. 1996. “Equivalent linearization of generally pinching hysteretic, degrading systems.” Earthquake Eng. Struct. Dyn. 25 (6): 611–629. https://doi.org/10.1002/(SICI)1096-9845(199606)25:6%3C611::AID-EQE572%3E3.0.CO;2-S.
Gupta, A., and H. Krawinkler. 1998. “Seismic demands for the performance evaluation of steel moment resisting frame structures.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Stanford Univ.
Hanson, R. D., and T. T. Soong. 2001. Seismic design with supplemental energy dissipation devices. Oakland, CA: Earthquake Engineering Research Institute.
Haukaas, T. 2003. Finite element reliability and sensitivity methods for performance-based engineering. Berkeley, CA: Univ. of California, Berkeley.
Kelly, J. M. 1997. Earthquake-resistant design with rubber. London: Springer.
Kelly, J. M., R. I. Skinner, and A. J. Heine. 1972. “Mechanisms of energy absorption in special devices for use in earthquake resistant structures.” Bull. N.Z. Soc. Earthquake Eng. 5 (3): 63–88.
Langhaar, H. L. 1951. Dimensional analysis and theory of models. New York: Wiley.
Ma, F., H. Zhang, A. Bockstedte, G. C. Foliente, and P. Paevere. 2004. “Parameter analysis of the differential model of hysteresis.” J. Appl. Mech. 71 (3): 342–349. https://doi.org/10.1115/1.1668082.
Makris, N. 1998. “Viscous heating of fluid dampers. I: Small amplitude motions.” J. Eng. Mech. 124 (11): 1210–1216. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:11(1210).
Makris, N., and C. J. Black. 2003a. Dimensional analysis of inelastic structures subjected to near fault ground motions. Berkeley, CA: Earthquake Engineering Research Center, Univ. of California, Berkeley.
Makris, N., and C. J. Black. 2003b. “Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations.” J. Eng. Mech. 130 (9): 1006–1018. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:9(1006).
Makris, N., X. Palios, G. Moghimi, and S. Bousias. 2021. “Pressurized sand damper for earthquake and wind engineering: Design, testing, and characterization.” J. Eng. Mech. 147 (4): 04021014. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001902.
Makris, N., Y. Roussos, A. S. Whittaker, and J. M. Kelly. 1998. “Viscous heating of fluid dampers. II: Large-amplitude motions.” J. Eng. Mech. 124 (11): 1217–1223. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:11(1217).
Matier, P., and A. Ross. 2013. Bay Bridge shock absorbers spring leak. San Francisco: San Francisco Chronicle.
McKenna, F., G. L. Fenves, and M. H. Scott. 2000. Open system for earthquake engineering simulation, version 2.5.0. Berkeley, CA: Univ. of California, Berkeley.
Morgan, T., A. S. Whittaker, and A. Thompson. 2001. “Cyclic behavior of high-damping rubber bearings.” In Proc. 5th World Congress on Joints, Bearings and Seismic Systems for Concrete Structures. Indianapolis: American Concrete Institute.
Sabelli, R., S. Mahin, and C. Chang. 2003. “Seismic demands on steel braced frame buildings with buckling-restrained braces.” Eng. Struct. 25 (5): 655–666. https://doi.org/10.1016/S0141-0296(02)00175-X.
Scott, M. H. 2007. “Analytical sensitivity of plastic rotations in beam-column elements.” J. Struct. Eng. 133 (9): 1341–1345. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1341).
Skinner, R., R. Tyler, A. Heine, and W. Robinson. 1980. “Hysteretic dampers for the protection of structures from earthquakes.” Bull. N. Z. Nat. Soc. Earthquake Eng. 13 (1): 22–36. https://doi.org/10.5459/bnzsee.13.1.22-36.
Skinner, R. I., J. M. Kelly, and A. J. Heine. 1974. “Hysteretic dampers for earthquake-resistant structures.” Earthquake Eng. Struct. Dyn. 3 (3): 287–296. https://doi.org/10.1002/eqe.4290030307.
Soong, T. T., and G. F. Dargush. 1997. Passive energy dissipation systems in structural engineering. New York: Wiley.
Symans, M. D., F. A. Charney, A. S. Whittaker, M. C. Constantinou, C. A. Kircher, M. W. Johnson, and R. J. McNamara. 2008. “Energy dissipation systems for seismic applications: Current practice and recent developments.” J. Struct. Eng. 134 (1): 3–21. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(3).
Thompson, A. C., A. S. Whittaker, G. L. Fenves, and S. A. Mahin. 2000. “Property modification factors for elastomeric seismic isolation bearings.” In Proc., 12th World Conference on Earthquake Engineering. Upper Hutt, NZ: New Zealand Society for Earthquake Engineering.
Wada, A., E. Saeki, T. Takeuch, and A. Watanabe. 1989. Development of unbonded brace. Tokyo: Nippon Steel.
Watanabe, A., Y. Hitomoi, E. Saeki, A. Wada, and M. Fujimoto. 1988. “Properties of braces encased in buckling-restraining concrete and steel tube.” In Proc., 9th World Conf. on Earthquake Engineering. Tokyo: Japan Association for Earthquake Disaster Prevention.
Wen, Y. K. 1976. “Method for random vibration of hysteretic systems.” J. Eng. Mech. Div. 102 (2): 249–263. https://doi.org/10.1061/JMCEA3.0002106.
Whittaker, A. S., I. D. Aiken, D. Bergman, P. W. Clark, J. Cohen, J. M. Kelly, and R. E. Scholl. 1993. “Code requirements for the design and implementation of passive energy dissipation systems.” In Proc., of ATC. Redwood City, CA: Applied Technology Council.
Information & Authors
Information
Published In
Copyright
© 2022 American Society of Civil Engineers.
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
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
- Shuai Wang, Hongyi Zhang, Zhengqing Chen, Xugang Hua, Zhouquan Feng, 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).
- Mehrdad Karimipetanlar, Usama El Shamy, Konstantinos N. Kalfas, Nicos Makris, 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).
- Konstantinos N. Kalfas, Nicos Makris, Usama El Shamy, 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).
- Davide Forcellini, Konstantinos N. Kalfas, Inter-story seismic isolation for high-rise buildings, Engineering Structures, 10.1016/j.engstruct.2022.115175, 275, (115175), (2023).