Abstract

By introducing negative stiffness devices, this study further improves the maximum achievable damping ratio of conventional damped outrigger (CDO) structures with flexible perimeter columns. Dynamic characteristics of tall buildings with this novel negative stiffness damped outrigger (NSDO) are parametrically studied by solving the transcendental characteristic equations. An NSDO is able to improve the maximum achievable damping ratio to about 30% with less consumption of an outrigger damping coefficient (or a less amount of a viscous damper) as compared with a CDO. Numerical results showed that the NSDO is effective for both winds and earthquakes. For instance, an NSDO further decreases the maximum seismic interstory drift by 18.9% and reduces the total-wind-excited acceleration by 34.9%, with only a 20% outrigger damping consumption, as compared to a CDO. Because neither an NSDO nor CDO provides extra stiffness at low amplitudes of motion, an extra conventional outrigger (CO) is suggested to be placed at the top of a tall building when applying an NSDO in practical applications, and the effectiveness of an NSDO is also not compromised when an extra CO is placed.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (wind and earthquake excitations used for simulation and all simulated results used to generate figures).

Acknowledgments

Financial support from the State Key Laboratory of Disaster Reduction in Civil Engineering of China (Grant No. SLDRCE19-B-16) is greatly acknowledged by Meng Wang and Fei-Fei Sun. Support from the Tongji Grant (SLDRCE13-MB-01) is acknowledged by Satish Nagarajaiah. Meng Wang would like to thank the China Scholarship Council for providing financial support.

References

Ancheta, T. D., et al. 2014. “NGA-West2 database.” Earthquake Spectra 30 (3): 989–1005. https://doi.org/10.1193/070913EQS197M.
Antoniadis, I. A., S. A. Kanarachos, K. Gryllias, and I. E. Sapountzakis. 2016. “KDamping: A stiffness based vibration absorption concept.” J. Vib. Control 24 (3): 588–606. https://doi.org/10.1177/1077546316646514.
Asai, T., and Y. Watanabe. 2017. “Outrigger tuned inertial mass electromagnetic transducers for high-rise buildings subject to long period earthquakes.” Eng. Struct. 153 (Dec): 404–410. https://doi.org/10.1016/j.engstruct.2017.10.040.
Attary, N., M. Symans, and S. Nagarajaiah. 2015. “Experimental shake table testing of an adaptive passive negative stiffness device within a highway bridge model.” Earthquake Spectra 31 (4): 2163–2194. https://doi.org/10.1193/101913EQS273M.
Chang, C., Z. Wang, B. F. Spencer Jr., and Z. Chen. 2013. “Semi-active damped outriggers for seismic protection of high-rise buildings.” Smart Struct. Syst. 11 (5): 435–451. https://doi.org/10.12989/sss.2013.11.5.435.
Chen, L., L. Sun, and S. Nagarajaiah. 2015. “Cable with discrete negative stiffness device and viscous damper: Passive realization and general characteristics.” Smart Struct. Syst. 15 (3): 627–643. https://doi.org/10.12989/sss.2015.15.3.627.
Chen, Y., Z. Wang, D. M. McFarland, B. F. Spencer, and L. A. Bergman. 2010. “Analysis of tall buildings with damped outriggers.” J. Struct. Eng. 136 (11): 1435–1443. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000247.
Cimellaro, G. P., M. Domaneschi, and G. Warn. 2018. “Three-dimensional base isolation using vertical negative stiffness devices.” J. Earthquake Eng. 1–29. https://doi.org/10.1080/13632469.2018.1493004.
CMC (China Ministry of Construction). 2012. Load code for the design of building structures. GB50009-2012. Beijing: China Architecture and Building Press.
Constantinou, M. C., P. Tsopelas, W. Hammel, and A. N. Sigaher. 2001. “Toggle-brace-damper seismic energy dissipation systems.” J. Struct. Eng. 127 (2): 105–112. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:2(105).
Davenport, A. G. 1968. “The dependence of wind loads on meteorological parameters.” In Wind effects on building and structures, 19–82. Toronto: University of Toronto Press.
Ding, J., and X. Chen. 2013. “Assessing small failure probability by importance splitting method and its application to wind turbine extreme response prediction.” Eng. Struct. 54 (Sep): 180–191. https://doi.org/10.1016/j.engstruct.2013.03.051.
Ding, J., S. Wang, and H. Wu. 2018. “Seismic performance analysis of viscous damping outrigger in super high-rise buildings.” Struct. Des. Tall Special Build. 27 (13): e1486. https://doi.org/10.1002/tal.1486.
Dyrbye, C., and S. O. Hansen. 1997. Wind loads on structures. Chichester, UK: Wiley.
Fang, C., B. F. Spencer, J. Xu, P. Tan, and F. Zhou. 2019. “Optimization of damped outrigger systems subject to stochastic excitation.” Eng. Struct. 191 (Jul): 280–291. https://doi.org/10.1016/j.engstruct.2019.04.011.
Fang, C. J., P. Tan, C. M. Chang, and F. L. Zhou. 2015. “A general solution for performance evaluation of a tall building with multiple damped and undamped outriggers.” Struct. Des. Tall Special Build. 24 (12): 797–820. https://doi.org/10.1002/tal.1212.
FEMA. 2009. Quantification of building seismic performance factors. FEMA P695. Washington, DC: FEMA.
Gunakala, S. R., D. M. G. Comissiong, K. Jordan, and A. Sankar. 2012. “A finite element solution of the beam equation via MATLAB.” Int. J. Appl. Sci. Technol. 2 (8): 80–88.
Holmes, J. D. 2015. Wind loading of structures. 3rd ed. Boca Raton, FL: CRC Press.
Iemura, H., and M. H. Pradono. 2009. “Advances in the development of pseudo-negative-stiffness dampers for seismic response control.” Struct. Control Health Monit. 16 (8): 784–799. https://doi.org/10.1002/stc.345.
Kim, H., and J. Kang. 2017. “Smart outrigger damper system for response reduction of tall buildings subjected to wind and seismic excitations.” Int. J. Steel Struct. 17 (4): 1263–1272. https://doi.org/10.1007/s13296-017-1201-1.
Kwon, I. Y., H. T. Yang, P. K. Hansma, and C. J. Randall. 2016. “Implementable bio-inspired passive negative spring actuator for full-scale structural control under seismic excitation.” J. Struct. Eng. 142 (1): 04015079. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001323.
Lin, P., T. Takeuchi, and R. Matsui. 2018. “Seismic performance evaluation of single damped-outrigger system incorporating buckling-restrained braces.” Earthquake Eng. Struct. Dyn. 47 (12): 2343–2365. https://doi.org/10.1002/eqe.3072.
Liu, L., P. Tan, H. Ma, W. Yan, and F. Zhou. 2018. “A novel energy dissipation outrigger system with rotational inertia damper.” Adv. Struct. Eng. 21 (12): 1865–1878. https://doi.org/10.1177/1369433218758475.
Losanno, D., J. M. Londono, S. Zinno, and G. Serino. 2018. “Effective damping and frequencies of viscous damper braced structures considering the supports flexibility.” Comput. Struct. 207 (Sep): 121–131. https://doi.org/10.1016/j.compstruc.2017.07.022.
Lu, Z., X. He, and Y. Zhou. 2018. “Performance-based seismic analysis on a super high-rise building with improved viscously damped outrigger system.” Struct. Control Health Monit. 25 (8): e2190. https://doi.org/10.1002/stc.2190.
Morales-Beltran, M., G. Turan, O. Dursun, and R. Nijsse. 2019. “Energy dissipation and performance assessment of double damped outriggers in tall buildings under strong earthquakes.” Struct. Des. Tall Special Build. 28 (1): e1554. https://doi.org/10.1002/tal.1554.
Morales-Beltran, M., G. Turan, U. Yildirim, and J. Paul. 2018. “Distribution of strong earthquake input energy in tall buildings equipped with damped outriggers.” Struct. Des. Tall Special Build. 27 (8): e1463. https://doi.org/10.1002/tal.1463.
Nagarajaiah, S. 2009. “Adaptive passive, semiactive, smart tuned mass dampers: Identification and control using empirical mode decomposition, Hilbert transform, and short-term Fourier transform.” Struct. Control Health Monit. 16 (7–8): 800–841. https://doi.org/10.1002/stc.349.
Nagarajaiah, S., A. M. Reinhorn, M. C. Constantinou, D. Taylor, D. T. R. Pasala, and A. A. Sarlis. 2010. “Adaptive negative stiffness: A new structural modification approach for seismic protection.” In Proc., 5th World Conf. on Structural Control and Monitoring. Tokyo: International Association for Structural Control and Monitoring, Univ. of Tokyo.
Park, K., D. Kim, D. Yang, D. Joung, I. Ha, and S. Kim. 2010. “A comparison study of conventional construction methods and outrigger damper system for the compensation of differential column shortening in high-rise buildings.” Int. J. Steel Struct. 10 (4): 317–324. https://doi.org/10.1007/BF03215840.
Pasala, D. T. R., S. Nagarajaiah, D. Taylor, A. M. Reinhorn, M. C. Constantinou, and A. A. Sarlis. 2014. “Simulated bilinear-elastic behavior in a SDOF elastic structure using negative stiffness device: Experimental and analytical study.” J. Struct. Eng. 140 (2): 04013049. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000830.
Pasala, D. T. R., A. A. Sarlis, S. Nagarajaiah, A. M. Reinhorn, M. C. Constantinou, and D. Taylor. 2013. “Adaptive negative stiffness: New structural modification approach for seismic protection.” J. Struct. Eng. 139 (7): 1112–1123. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000615.
Pasala, D. T. R., A. A. Sarlis, A. M. Reinhorn, S. Nagarajaiah, M. C. Constantinou, and D. Taylor. 2015. “Apparent weakening in SDOF yielding structures using a negative stiffness device: Experimental and analytical study.” J. Struct. Eng. 141 (4): 04014130. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001077.
Qu, C., H. N. Li, L. Huo, and T. H. Yi. 2017. “Optimum value of negative stiffness and additional damping in civil structures.” J. Struct. Eng. 143 (8): 04017068. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001805.
Sapountzakis, E. J., P. G. Syrimi, I. A. Pantazis, and I. A. Antoniadis. 2017. “KDamper concept in seismic isolation of bridges with flexible piers.” Eng. Struct. 153 (Dec): 525–539. https://doi.org/10.1016/j.engstruct.2017.10.044.
Sarlis, A. A., D. T. R. Pasala, M. C. Constantinou, A. M. Reinhorn, S. Nagarajaiah, and D. P. Taylor. 2013. “Negative stiffness device for seismic protection of structures.” J. Struct. Eng. 139 (7): 1124–1133. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000616.
Sarlis, A. A., D. T. R. Pasala, M. C. Constantinou, A. M. Reinhorn, S. Nagarajaiah, and D. P. Taylor. 2016. “Negative stiffness device for seismic protection of structures: Shake table testing of a seismically isolated structure.” J. Struct. Eng. 142 (5): 04016005. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001455.
Shi, X., and S. Zhu. 2015. “Magnetic negative stiffness dampers.” Smart Mater. Struct. 24 (7): 072002. https://doi.org/10.1088/0964-1726/24/7/072002.
Şigaher, A. N., and M. C. Constantinou. 2003. “Scissor-Jack-Damper energy dissipation system.” Earthquake Spectra 19 (1): 133–158. https://doi.org/10.1193/1.1540999.
Singh, M. P., N. P. Verma, and L. M. Moreschi. 2003. “Seismic analysis and design with Maxwell dampers.” J. Eng. Mech. 129 (3): 273–282. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:3(273).
Smith, R., R. Merello, and M. Willford. 2010. “Intrinsic and supplementary damping in tall buildings.” Proc. Inst. Civ. Eng. Struct. Build. 163 (2): 111–118. https://doi.org/10.1680/stbu.2010.163.2.111.
Smith, R. J., and M. R. Willford. 2007. “The damped outrigger concept for tall buildings.” Struct. Des. Tall Special Build. 16 (4): 501–517. https://doi.org/10.1002/tal.413.
Sun, T., Z. Lai, S. Nagarajaiah, and H. Li. 2017. “Negative stiffness device for seismic protection of smart base isolated benchmark building.” Struct. Control Health Monit. 24 (11): e1968. https://doi.org/10.1002/stc.1968.
Tamura, Y., A. Kareem, G. Solari, K. C. S. Kwok, J. D. Holmes, and W. H. Melbourne. 2005. “Aspects of the dynamic wind-induced response of structures and codification.” Wind Struct. 8 (4): 251–268. https://doi.org/10.12989/was.2005.8.4.251.
Tan, P., C. Fang, and F. Zhou. 2014. “Dynamic characteristics of a novel damped outrigger system.” Earthquake Eng. Eng. Vib. 13 (2): 293–304. https://doi.org/10.1007/s11803-014-0231-3.
Tan, P., C. J. Fang, C. M. Chang, B. F. Spencer, and F. L. Zhou. 2015. “Dynamic characteristics of novel energy dissipation systems with damped outriggers.” Eng. Struct. 98 (Sep): 128–140. https://doi.org/10.1016/j.engstruct.2015.04.033.
Wang, L., W. Shi, X. Li, Q. Zhang, and Y. Zhou. 2019a. “An adaptive-passive retuning device for a pendulum tuned mass damper considering mass uncertainty and optimum frequency.” Struct. Control Health Monit. 26 (7): e2377. https://doi.org/10.1002/stc.2377.
Wang, M., F. Sun, and H. Jin. 2018. “Performance evaluation of existing isolated buildings with supplemental passive pseudo-negative stiffness devices.” Eng. Struct. 177 (12): 30–46. https://doi.org/10.1016/j.engstruct.2018.09.049.
Wang, M., F. Sun, J. Yang, and S. Nagarajaiah. 2019b. “Seismic protection of SDOF systems with a negative stiffness amplifying damper.” Eng. Struct. 190 (7): 128–141. https://doi.org/10.1016/j.engstruct.2019.03.110.
Wang, M., F. F. Sun, and S. Nagarajaiah. 2019c. “Simplified optimal design of MDOF structures with negative stiffness amplifying dampers based on effective damping.” Struct. Des. Tall Special Build. 28 (15): e1664. https://doi.org/10.1002/tal.1664.
Willford, M. R., R. J. Smith, D. Scott, and M. Jakson. 2008. “Viscous dampers come of age.” Struct. Mag. 6 (Jun): 15–18.
Wu, J. S., and H. M. Chou. 1999. “A new approach for determining the natural frequencies and mode shapes of a uniform beam carrying any number of sprung masses.” J. Sound Vib. 220 (3): 451–468. https://doi.org/10.1006/jsvi.1998.1958.
Zhang, H., L. Liu, M. Dong, and H. Sun. 2013. “Analysis of wind-induced vibration of fluid-structure interaction system for isolated aqueduct bridge.” Eng. Struct. 46 (Jan): 28–37. https://doi.org/10.1016/j.engstruct.2012.07.019.
Zhang, R., H. He, D. Weng, H. Zhou, and S. Ding. 2012. “Theoretical analysis and experimental research on toggle-brace-damper system considering different installation modes.” Sci. Iranica 19 (6): 1379–1390. https://doi.org/10.1016/j.scient.2012.10.011.
Zhou, Y., C. Zhang, and X. Lu. 2017. “Seismic performance of a damping outrigger system for tall buildings.” Struct. Control Health Monit. 24 (1): e1864. https://doi.org/10.1002/stc.1864.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 146Issue 12December 2020

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Received: Jan 27, 2020
Accepted: Jun 25, 2020
Published online: Sep 23, 2020
Published in print: Dec 1, 2020
Discussion open until: Feb 23, 2021

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Ph.D. Candidate, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Ph.D. Candidate, College of Civil Engineering, Tongji Univ., Shanghai 200092, China; Visiting Student, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005. ORCID: https://orcid.org/0000-0003-0432-8313. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005. ORCID: https://orcid.org/0000-0003-0088-1656. Email: [email protected]
Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Professor, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: https://orcid.org/0000-0002-9600-7500. Email: [email protected]

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