Technical Papers
May 30, 2020

Large-Scale Experimental Testing and Numerical Modeling of Floor-to-Frame Connections for Controlled Rocking Steel Braced Frames

Publication: Journal of Structural Engineering
Volume 146, Issue 8

Abstract

Controlled rocking steel braced frames (CRSBFs) are low-damage lateral force resisting systems that mitigate structural damage through a controlled rocking mechanism. Critical to the safety and low-damage nature of these systems are the floor-to-frame connections that allow the CRSBF to rock without imposing the associated uplifts on the adjacent gravity framing. This paper introduces three potential connection details through which the seismic forces are transferred to the CRSBF as the primary lateral force resisting system. The connections were tested at 60% scale between a one-story CRSBF subassembly and representative tributary gravity framing, with inertial and restoring forces simulated using hydraulic actuators for cyclic static testing. The experimental results show that all three connections are able to transfer the necessary loads while undergoing the displacements that are expected during a large earthquake, with some differences in the resistance that develops. These results are complimented by numerical simulations that are shown to be in good agreement. Design recommendations for the three proposed connections are also presented.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors greatly appreciate the work of and support from the technicians Kent Wheeler and Paul Hereema at the Applied Dynamics Laboratory, and the work of Mitacs summer research intern Oscar Camarillo Garduño. Funding for this research from the Natural Sciences and Engineering Research Council of Canada (NSERC) and the Canadian Institute of Steel Construction (CISC) is gratefully acknowledged.

References

Eatherton, M. R., and J. F. Hajjar. 2010. Large-scale cyclic and hybrid simulation testing and development of a controlled rocking steel building system with replaceable fuses., Urbana, IL: Newmark Structural Engineering Laboratory.
Eatherton, M. R., X. Ma, H. Krawinkler, D. Mar, S. Billington, J. Hajjar, and G. Deierlein. 2014. “Design concepts for controlled rocking of self-centering steel-braced frames.” J. Struct. Eng. 140 (11): 10401482. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001047.
Gledhill, S., G. Sidwell, and D. Bell. 2008. “The damage avoidance design of tall steel frame buildings–fairlie terrace student accomodation project, victoria university of wellington.” In Proc., 2008 Steel Innovations Conf. 11–13. Manukau, New Zealand: Steel Construction New Zealand.
Latham, D. A., A. M. Reay, and S. Pampanin. 2013. “Kilmore street medical Centre: Application of a post-tensioned steel rocking system.” In Proc., 2013 Steel Innovations Conf. Manukau, New Zealand: Steel Construction New Zealand.
Ma, X., H. Krawinkler, and G. Deierlein. 2011. Seismic design and behaviour of self-centering braced frames with controlled rocking and energy dissipating fuses. Stanford, CA: Blume Earthquake Engineering Center.
MacRae, G., C. Clifton, and M. Bruneau. 2018. “New Zealand research application of, and developments in, low damage technology for steel structures.” In Proc., 9th STESSA Conf., edited by F. Mazzolani, C. Clifton, and G. MacRae. San Francisco: STESSA.
Mar, D. 2010. “Design examples using mode shaping spines for frame and wall buildings.” In Proc., 9th U.S. National and 10th Canadian Conf. on Earthquake Engineering. Oakland, CA: Earthquake Engineering Research Institute.
Mottier, P., R. Tremblay, and C. Rogers. 2018. “Seismic retrofit of low-rise steel buildings in Canada using rocking steel braced frames.” Earthquake Eng. Struct. Dyn. 47 (2): 333–355. https://doi.org/10.1002/eqe.2953.
National Institute of Standards and Technology. 2010. Evaluation of the FEMA P695-methodology for quantification of building seismic performance factors. Gaithersburg, MD: National Institute of Standards and Technology.
Pacific Earthquake Engineering Research Centre. 2016. Open system for earthquake engineering simulation v2.5.0 [Computer Software]. Brussels, Belgium: Pacific Earthquake Engineering Research Centre.
Roke, D., R. Sause, J. M. Ricles, and N. B. Chancellor. 2010. Damage-free seismic resistant self-centering concentrically-braced frames. Bethlehem, PA: Advanced Technology for Large Structural Systems Engineering Research Center.
SAC Joint Venture. 1997. Protocol for fabrication, inspection, testing and documentation of beam-column connection test and other experimental specimens. Sacramento, CA: SAC Joint Venture.
Steel Construction New Zealand. 2015. Design Guide for Controlled Rocking Steel Braced Frames. Christchurch, New Zealand: Steel Construction New Zealand.
Steele, T. C., and L. D. A. Wiebe. 2016. “Dynamic and equivalent static procedures for capacity design of controlled rocking steel braced frames.” Earthquake Eng. Struct. Dyn. 45 (14): 2349–2369. https://doi.org/10.1002/eqe.2765.
Tait, J., G. Sidwell, and J. Finnegan. 2013. “Case study–elevate apartments—A rocking 15 storey apartment building.” In Proc., 2013 Steel Innovations Conf. Manukau, New Zealand: Steel Construction New Zealand.
Wiebe, L., and C. Christopoulos. 2014. “Performance-based seismic design of controlled rocking steel braced frames. I: Methodological framework and design of base rocking joint.” J. Struct. Eng. 141 (9): 04014226. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001202.
Zhang, C., T. Steele, and L. Wiebe. 2018. “Design-level estimation of seismic displacements for sdof systems on still soil.” Eng. Struct. 177 (12): 431–443. https://doi.org/10.1016/j.engstruct.2018.09.067.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 146Issue 8August 2020

History

Received: Apr 29, 2019
Accepted: Feb 27, 2020
Published online: May 30, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 30, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Taylor C. Steele, A.M.ASCE https://orcid.org/0000-0003-2331-809X
Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7. ORCID: https://orcid.org/0000-0003-2331-809X
Associate Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7 (corresponding author). ORCID: https://orcid.org/0000-0001-9754-0609. Email: [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