Abstract

The self-centering rocking steel-braced frame is a high-performance system that can prevent major structural damage and minimize residual drifts during large earthquakes. It consists of braced steel frames that are designed to remain elastic and allowed to rock off their foundation. Overturning resistance is provided by elastic post-tensioning, which provides a reliable self-centering restoring force, and replaceable structural fuses that dissipate energy. The design concepts of this system are examined and contrasted with other conventional and self-centering seismic force resisting systems. Equations to predict the load-deformation behavior of the rocking system are developed. Key limit states are investigated including desired sequence of limit states and methods to help ensure reliable performance. Generalized design methods for controlling the limit states are developed. The design concepts are then applied to a six-story prototype structure to illustrate application of the rocking steel frame system and provide the framework for a coordinated research program to further develop and validate the concepts.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors greatly appreciate the contributions to this work from graduate students Kerry Hall, Eric Borchers, and Alex Peña, postdoctoral researcher Paul Cordova, and practicing structural engineer Gregory Luth. The authors also thank our Japanese collaborators, professors Toru Takeuchi, Mitsumasa Midorikawa, Masayoshi Nakashima, Kazuhiko Kasai, researcher at E-Defense Tsuyoshi Hikino, and graduate students Ryota Matsui, Masaru Oobayashi, Yosuke Yamamoto, and Ryohei Yamazaki. This material is based upon work supported by the National Science Foundation under Grant No. (CMMI-0530756) via the George E. Brown, Jr. Network for Earthquake Engineering Simulation, the American Institute of Steel Construction, Stanford University, and the University of Illinois at Urbana-Champaign.

References

ACI ITG. (2009). “Requirements for design of special unbonded post-tensioned precast shear wall satisfying ACI ITG-5.1 (ACI ITG-5.2-09) and commentary.”, Reported by ACI Innovation Task Group 5, Farmington Hills, MI.
Ajrab, J. J., Pekcan, G., and Mander, J. B. (2004). “Rocking wall-frame structures with supplemental tendon systems.” J. Struct. Eng., 895–903.
ASCE/SEI 7-10. (2010). Minimum design loads for buildings and other structures, Structural Engineering Institute, Reston, VA.
ATC. (1995). ATC-20-2 Addendum to the ATC-20 postearthquake building safety evaluation procedures, Redwood City, CA.
ATC. (2012). FEMA P-58 seismic performance assessment of buildings, Redwood City, CA.
Azuhata, T., Ishihara, T., Midorikawa, M., and Wada, A. (2006). “Seismic response of steel frames with multi-spans by applying rocking structural system.” Proc., 5th Int. Conf. on Behaviour of Steel Structures in Seismic Areas STESSA 2006, Taylor & Francis Group, London, U.K.
Bazzurro, P., Cornell, C. A., Menun, C., and Motahari, M. (2004). “Guidelines for seismic assessment of damaged buildings.” Proc., 13th World Conf. on Earthquake Engineering, Mira Digital Publishing, Vancouver, BC, Canada.
Chen, Y.-H., Liao, W.-H., Lee, C.-L., and Wang, Y.-P. (2006). “Seismic isolation of viaduct piers by means of a rocking mechanism.” Earthquake Eng. Struct. Dynam., 35(6), 713–736.
Christopoulos, C., Filiatrault, A., and Folz, B. (2002). “Seismic response of self-centering hysteretic SDOF systems.” Earthquake Eng. Struct. Dynam., 31(5), 1131–1150.
Clough, R. W., and Huckelbridge, A. A. (1977). “Preliminary experimental study of seismic uplift of a steel frame.” Rep. No. UCB/EERC-77-22, Earthquake Engineering Research Center (EERC), Univ. of California, Berkeley, CA.
Eatherton, M. R., and Hajjar, J. F. (2010). “Large-Scale cyclic and hybrid simulation testing and development of a controlled-rocking steel building system with replaceable fuses.” Rep. No. NSEL-025, Newmark Structural Engineering Laboratory Report Series, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
Eatherton, M. R., and Hajjar, J. F. (2011). “Residual drifts of self-centering systems including effects of ambient building resistance.” Earthquake Spectra, 27(3), 719–744.
Eatherton, M. R., Ma, X., Krawinkler, H., Deierlein, G. G., and Hajjar, J. F. (2014). “Quasi-static cyclic behavior of controlled rocking steel frames.” J. Struct. Eng., 04014083.
Fahnestock, L. A., Ricles, J. M., and Sause, R. (2007). “Seismic response and performance of buckling-restrained braced frames.” J. Struct. Eng., 1195–1204.
FEMA. (2009). Quantification of building seismic performance factors FEMA P695, Federal Emergency Management Agency.
Gledhill, S. M., Sidwell, G. K., and Bell, D. K. (2008). “The damage avoidance design of tall steel frame buildings—Fairlie terrace student accommodation project, Victoria University of Wellington.” New Zealand Society for Earthquake Engineering 2008 Conf., New Zealand Society for Earthquake Engineering, Wellington, New Zealand.
GPLA. (2012). “Personal correspondence with Gregory P. Luth on Isle of Capri Casino in Cape Girardeau, MO.” 〈http://www.gregorypluth.com〉 (May 22, 2012).
Hall, K. S., Eatherton, M., and Hajjar, J. F. (2010). “Nonlinear behavior of controlled rocking steel-framed building systems with replaceable energy dissipating fuses.” Rep. No. NSEL-026, Newmark Structural Engineering Laboratory Report Series, Urbana, IL.
Housner, G. W. (1963). “The behavior of inverted pendulum structures during earthquake.” Bull. Seismological Society of America, 53(2), 403–417.
Iwata, Y., Sugimoto, H., and Kuwamura, H. (2006). “Reparability limit of steel buildings based on the actual data of the Hyogoken-Nanbu earthquake.” Wind and Seismic Effects Proc., 38th Joint Panel Meeting, NIST Special Publication 1057, NIST, Gaithersburg, MD.
Lai, J.-W., Chen, C.-H., and Mahin, S. A. (2010). “Experimental and analytical performance of concentrically braced steel frames.” Proc., 2010 Structures Congress, ASCE, Reston, VA.
Lu, Y. (2005). “Inelastic behaviour of RC wall-frame with a rocking wall and its analysis incorporating 3-D effect.” Struct. Design Tall Specl. Build., 14(1), 15–35.
Luco, N., Bazzuro, P., and Cornell, C. A. (2004). “Dynamic versus static computation of the residual capacity of a mainshock-damaged building to withstand an aftershock.” Proc., 13th World Conf. on Earthquake Engineering, Mira Digital Publishing, St. Louis, MO.
Ma, X., Borchers, E., Peña, A., Krawinkler, H., and Deierlein, G. (2010). Design and behavior of steel shear plates with openings as energy-dissipating fuses, Blume Earthquake Engineering Center, TR 173, Stanford Univ., Stanford, CA.
Ma, X., Krawinkler, H., and Deierlein, G. G. (2011). “Seismic design and behavior of self-centering braced frame with controlled rocking and energy dissipating fuses.”, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
Mander, J. B., and Cheng, C. T. (1997). Seismic resistance of bridge piers based on damage avoidance design, Univ. of Buffalo, Buffalo, NY.
Mar, D. (2010). “Design examples using mode shaping spines for frame and wall buildings.” 9th US National and 10th Canadian Conf. on Earthquake Engineering, Mira Digital Publishing, St. Louis, MO.
McCormick, J., Aburano, H., Ikenaga, M., and Nakashima, M. (2008). “Permissible residual deformation levels for building structures considering both safety and human elements.” Proc., 14th World Conf. on Earthquake Engineering, Mira Digital Publishing, St. Louis, MO.
PEER. (2010). “Guidelines for performance-based seismic design of tall buildings.”, prepared by the TBI Guidelines Working Group, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Pollino, M., and Bruneau, M. (2004). “Seismic retrofit of bridge steel truss piers using a controlled rocking approach.”, Univ. of Buffalo, Buffalo, NY.
Priestley, M. J. N., Sritharan, S., Conley, J. R., and Pampanin, S. (1999). “Preliminary results and conclusions from the PRESS five-story precast concrete test building.” PCI J., 44(6), 42–54.
Ramirez, M., and Miranda, E. (2012). “Significance of residual drifts in building earthquake loss estimation.” Earthquake Eng. Struct. Dynam., 41(11), 1477–1493.
Roke, D., Sause, R., Ricles, J. M., and Gonner, N. (2009). “Damage-free seismic-resistant self-centering steel concentrically-braced frames.” Proc., 6th Int. Conf. on Behaviour of Steel Structures in Seismic Areas (STESSA), Taylor & Francis Group, London, U.K.
Sause, R., Ricles, J. M., Roke, D. A., Chancellor, N. B., and Gonner, N. P. (2010). “Seismic performance of a self-centering-rocking concentrically-braced frame.” Proc., 9th U.S. National and 10th Canadian Conf. on Earthquake Engineering, Mira Digital Publishing, St. Louis, MO.
Seo, C.-Y., and Sause, R. (2005). “Ductility demands on self-centering systems under earthquake loading.” ACI Struct. J., 102(2), 275–285.
Tipping-Mar. (2012). “Packard foundation headquarter building.” Los Altos, CA, 〈http://www.tippingmar.com/projects/project_details/43〉 (May 22, 2012).
Tremblay, R., et al. (2008). “Innovative viscously damped rocking braced steel frames.” 14th World Conf. on Earthquake Engineering, Beijing, China.
Wada, A., Yamada, S., Fukuta, O., and Tanigawa, M. (2001). “Passive controlled slender structures having special devises at column connections.” 7th Int. Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structures, European Association of Earthquake Engineering, Istanbul, Turkey.
Walsh, K. Q., and Kurama, Y. C. (2012). “Effects of loading conditions on the behavior of unbondend post-tensioning strand-anchorage systems.” PCI J., 57(1), 76–96.
Wiebe, L., and Christopoulos, C. (2009). “Mitigation of higher mode effects in base-rocking systems by using multiple rocking sections.” J. Earthquake Eng., 13(S1), 83–108.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 140Issue 11November 2014

History

Received: May 22, 2013
Accepted: Feb 6, 2014
Published online: May 21, 2014
Discussion open until: Oct 21, 2014
Published in print: Nov 1, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Matthew R. Eatherton, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, 105D Patton Hall, Virginia Tech, Blacksburg, VA 24061 (corresponding author). E-mail: [email protected]
Xiang Ma, A.M.ASCE [email protected]
Consultant, McKinsey & Company, Chicago, IL 60603. E-mail: [email protected]
Helmut Krawinkler, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Y2E2 Building Room 231, Stanford Univ., Stanford, CA 94305. E-mail: [email protected]
Principal, Tipping Mar, 1906 Shattuck Ave., Berkeley, CA 94704. E-mail: [email protected]
Sarah Billington, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, 473 Via Ortega, Room 285A, Stanford Univ., Stanford, CA 94305. E-mail: [email protected]
Jerome F. Hajjar, F.ASCE [email protected]
Professor and Chair, Dept. of Civil and Environmental Engineering, 400 Snell Engineering Center, 360 Huntington Ave., Northeastern Univ., Boston, MA 02115. E-mail: [email protected]
Gregory G. Deierlein, F.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Blume Earthquake Engineering Center Room 118, Stanford Univ., Stanford, CA 94305. E-mail: [email protected]

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

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share