Seismic Analysis of Concentrically Braced Frame Systems with Self-Centering Friction Damping Braces
Publication: Journal of Structural Engineering
Volume 134, Issue 1
Abstract
This paper presents a special type of bracing element termed self-centering friction damping brace (SFDB) for use in seismic-resistant concentrically braced frame (CBF) systems. The SFDB is a passive energy dissipation device with its core recentering component made of stranded superelastic Nitinol wires while enhanced energy dissipation mechanism of the SFDB is achieved through friction. Compared with conventional braces for steel frame buildings, SFDB has a few desirable performance characteristics such as minimized residual drifts of the CBF system and its ability to withstand several design level earthquakes without the need for replacement. The mechanical configuration of the SFDB is first described. A comparative study of SFDB frame and buckling restrained braced (BRB) frame was carried out, which is based on nonlinear dynamic analysis of two prototype CBF buildings—a three- and a six-story steel frame. Two suites of earthquake ground motions, which represent the frequent and design basis earthquakes for Los Angeles, were considered in the nonlinear time-history analysis. The results of the nonlinear time-history and pushover analysis show that the SFDB frame can achieve a seismic response level comparable to that of the BRB frame while having significantly reduced residual drifts. The SFDB thus has a potential to establish a new type of CBF system with self-centering capability.
Get full access to this article
View all available purchase options and get full access to this article.
References
Aiken, I. D., Kelly, J. M., and Pall, A. S. (1988). “Seismic response of a nine-story steel frame with friction damped cross-bracing.” Proc., 9th World Conf. on Earthquake Engineering, Tokyo and Kyoto, Japan.
Cardone, D., Dolce, M., and Nigro, D. (1999). “Experimental tests on SMA-based devices.” Proc., Final Workshop on the BRITE-MANSIDE (Memory Alloys for New Seismic Isolation and Energy Dissipation Devices) Project, Rome.
Christopoulos, C., Filiatrault, A., and Folz, B. (2002a). “Seismic response of self-centering hysteretic SDOF systems.” Earthquake Eng. Struct. Dyn., 31, 1131–1150.
Christopoulos, C., Filiatrault, A., Uang, C.-M., and Folz, B. (2002b). “Posttensioned energy dissipating connections for moment-resisting steel frames.” J. Struct. Eng., 128(9), 1111–1120.
Christopoulos, C., and Pampanin, S. (2004). “Towards performance-based seismic design of MDOF structures with explicit consideration of residual deformations.” ISET J. Earthquake Technol., 41(1), 53–73.
DesRoches, R., McCormick, J., and Delemont, M. (2004). “Cyclic properties of superelastic shape memory alloy wires and bars.” J. Struct. Eng., 130(1), 38–46.
Dolce, M., Cardone, D., and Marnetto, R. (2000). “Implementation and testing of passive control devices based on shape memory alloys.” Earthquake Eng. Struct. Dyn., 29(7), 945–968.
Dolce, M, Cardone, D., Ponzo, F. C., and Valente, C. (2005). “Shaking table tests on reinforced concrete frames without and with passive control systems.” Earthquake Eng. Struct. Dyn., 34(14), 1687–1717.
Federal Emergency Management Agency (FEMA). (2003). “NEHRP recommended provisions for seismic regulations for new buildings and other structures.” FEMA-450, Washington, D.C.
Filiatrault, A., and Cherry, S. (1987). “Performance evaluation of friction damped braced frames under simulated earthquake loads.” Earthquake Spectra, 3(1), 57–78.
FitzGerald, T. F., Anagnos, T., Goodson, M., and Zsutty, T. (1989). “Slotted bolted connections in aseismic design for concentrically braced connections.” Earthquake Spectra, 5(2), 383–391.
Graesser, E. J., and Cozzarelli, F. A. (1991). “Shape-memory alloys as new materials for aseismic isolation.” J. Eng. Mech., 117(11), 2590–2608.
Grigorian, C. E., and Popov, E. P. (1993). “Slotted bolted connection energy dissipators.” Earthquake Spectra, 9(3), 491–504.
Gupta, A., and Krawinkler, H. (2000). “Estimation of seismic drift demands for frame structures.” Earthquake Eng. Struct. Dyn., 29, 1287–1305.
Kiggins, S., and Uang, C. M. (2006). “Reducing residual drift of buckling-restrained braced frames as a dual system.” Eng. Struct., 28, 1525–1532.
Kurama, Y., Sause, R., Pessiki, S., and Lu, L.-W. (1999). “Lateral load behavior and seismic design of unbonded post-tensioned precast concrete walls.” ACI Struct. J., 96(4), 622–632.
Mahin, S., Sakai, J., and Jeong, H. (2006). “Use of partially prestressed reinforced concrete columns to reduce post-earthquake residual displacements of bridges.” Proc., 5th National Seismic Conf. on Bridges & Highways, San Francisco.
Nims, D. K., Ritcher, P. J., and Bachman, R. E. (1993). “The use of the energy dissipating restraint for seismic hazard mitigation.” Earthquake Spectra, 9(3), 467–489.
Pall, A. S., and Marsh, C. (1982). “Response of friction damped braced frames.” J. Struct. Div., 108, 1313–1323.
Pampanin, S., Christopoulos, C., and Priestley, M. J. N. (2003). “Performance-based seismic response of frame structures including residual deformations. Part II: Multidegree-of-freedom systems.” J. Earthquake Eng., 7(1), 119–147.
Prakash, V., Powell, G. H., and Campbell, S. (1993). “DRAIN-2DX: Base program and user guide.” Rep. No. UCB/SES-93/17, Univ. of California, Berkeley, Calif.
Ricles, J. M., Sause, R., Garlock, M. M., and Zhao, C. (2001). “Posttensioned seismic-resistant connections for steel frames.” J. Struct. Eng., 127(2), 113–121.
Sabelli, R., Mahin, S. A., and Chang, C. (2003). “Seismic demands on steel-braced buildings with buckling-restrained braces.” Eng. Struct., 25, 655–666.
Sommerville, P., et al. (1997). “Development of ground motion time histories for Phase 2 of the FEAM/SAC steel project.” SAC Background Document SAC/BD-91/04, SAC Joint Venture, Sacramento, Calif.
Soong, T. T., and Dargush, G. F. (1997). Passive energy dissipation systems in structural engineering, Wiley, West Sussex, U.K.
Tsai, C. S., and Tsai, K. C. (1995). “TPEA device as seismic damper for high-rise buildings.” J. Eng. Mech., 121(10), 1075–1081.
Uang, C. M., Nakashima, M., and Tsai, K. C. (2004). “Research and application of buckling-restrained braced frames.” Int. J. Steel Struct., 4, 301–313.
Whittaker, A. S., Krumme, R., Sweeney, S. C., and Hayes, J. R. (1995). “Structural control of building response using shape-memory alloys. Phase 1.” USACERL Technical Report 95/22, Construction Engineer Research Laboratories, US Army Corps of Engineers.
Wilde, K., Gardoni, P., and Fujino, Y. (2000). “Base isolation system with shape memory alloy device for elevated highway bridges.” Eng. Struct., 22(3), 222–229.
Zhang, Y., and Zhu, S. (2007). “Shape memory alloy-based reusable hysteretic damper for seismic hazard mitigation.” Smart Mater. Struct., 16, 1603–1613.
Information & Authors
Information
Published In
Copyright
© 2008 ASCE.
History
Received: Sep 11, 2006
Accepted: Aug 13, 2007
Published online: Jan 1, 2008
Published in print: Jan 2008
Notes
Note. Associate Editor: Akshay Gupta
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.