Technical Papers
Dec 14, 2015

Measured Seismic Behavior of Hybrid Masonry Structural Systems

Publication: Journal of Structural Engineering
Volume 142, Issue 5

Abstract

Hybrid masonry is a new structural concept for buildings that incorporates the in-plane strength and stiffness of reinforced concrete masonry with the ease of erecting conventional steel framing. Because the masonry structural panels can also serve as architectural elements, hybrid masonry has the promise to be highly competitive with conventional lateral force resisting systems including reinforced masonry or concrete shear walls, steel braced frames, or concrete or steel moment-resisting frames. As part of an integrated program of multi-institutional research, seismic response and behavior of this construction type have been studied at the University of Illinois at Urbana-Champaign with a series of full-scale tests that are described in this paper. This paper provides an introduction to this innovative seismic structural system, summarizes the experimental research, and outlines how this research can be used to transform current seismic design practice, and by so doing make structural masonry more competitive in regions of moderate and high seismicity.

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Acknowledgments

Appreciation is extended to team members David Biggs of Biggs Consulting Engineering of Saratoga Springs, New York; Ian Robertson of the University of Hawaii at Manoa; and Ilinca Stanciulescu of Rice University. Gratitude is also expressed to graduate and undergraduate student researchers at Illinois, Hawaii, and Rice. Partial support from the American Institute of Steel Construction, the National Concrete Masonry Association, and the International Masonry Institute is gratefully acknowledged. Research described in this paper was supported by the National Science Foundation under Grant No. CMMI 0936464 as part of the George E. Brown, Jr. Network for Earthquake Engineering Simulation. Measured data and detailed descriptions of the experiments are archived at https://nees.org/warehouse/project/917.

References

Abrams, D. P. (2011). “NSF-NEESR research on hybrid masonry seismic structural systems.” Proc., 11th North American Masonry Conf., Univ. of Minnesota, Minneapolis.
Abrams, D. P. (2013). “NEES research on hybrid masonry structural systems.” Proc., 12th Canadian Masonry Symp., Univ. of British Columbia, Vancouver, Canada.
Abrams, D. P., and Biggs, D. T. (2012). “Hybrid masonry seismic systems.” Proc., 15th Int. Brick and Block Masonry Conf., Federal Univ. of São Carlos, Brazil.
AISC. (2010). “Seismic provisions for structural steel buildings.” AISC 341–10, Chicago.
Aoki, J., and Robertson, I. N. (2012). “Strength and behavior of steel-to-masonry connectors.”, Univ. of Hawaii, Honolulu.
ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10, Reston, VA.
Asselin, R. (2013). “Seismic design and analysis of hybrid masonry with fuse connectors.” Master’s thesis, Univ. of Illinois at Urbana-Champaign, Urbana, IL, 165.
Eidini, M., Abrams, D. P., and Fahnestock, L. A. (2013). “Seismic design and viability of hybrid masonry building systems.” J. Struct. Eng., 411–421.
Goodnight, S. R., Johnson, G. P., and Robertson, I. N. (2011). “Connector development for hybrid masonry seismic structural systems.”, Univ. of Hawaii, Honolulu.
Gregor, T. A., and Fahnestock, L. A. (2013). “Large-scale testing of hybrid masonry.” Proc., 12th Canadian Masonry Symp., Univ. of British Columbia, Vancouver, Canada.
Gregor, T. A., Fahnestock, L. A., and Abrams, D. P. (2011). “Experimental evaluation of seismic performance for hybrid masonry.” Proc., 11th North American Masonry Conf., Univ. of Minnesota, Minneapolis.
IMI (International Masonry Institute). (2010). “Hybrid masonry construction.” Annapolis, MD.
Krawinkler, H., Parisi, F., Ibarra, L., Ayoub, A., and Medina, R. (2001). “Development of a testing protocol for wood frame structures.” CUREE, Richmond, CA.
Mitsuyuki, S., and Robertson, I. N. (2012). “Verification of fuse connector performance for hybrid masonry seismic structural systems.”, Univ. of Hawaii, Honolulu.
NCMA (National Concrete Masonry Association). (2009a). “Hybrid concrete masonry construction details.”, Herndon, VA.
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Ozaki-Train, R., Johnson, G. P., and Robertson, I. N. (2011). “Hybrid masonry connector development, Phase II.”, Univ. of Hawaii, Honolulu.
TMS (The Masonry Society). (2013). “Building code requirements for masonry structures.”, Longmont, CO.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 5May 2016

History

Received: Jan 7, 2015
Accepted: Jul 17, 2015
Published online: Dec 14, 2015
Published in print: May 1, 2016
Discussion open until: May 14, 2016

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Authors

Affiliations

Daniel P. Abrams, Ph.D., M.ASCE [email protected]
P.E.
Professor, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author). E-mail: [email protected]
Larry A. Fahnestock, Ph.D., M.ASCE
P.E.
Associate Professor, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.
Timothy A. Gregor, M.ASCE
Associate, Wiss, Janney and Elstner, Northbrook, IL 60062.

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