Seismic Response of Full‐Scale Five‐Story Reinforced‐Masonry Building
Publication: Journal of Structural Engineering
Volume 120, Issue 3
Abstract
To verify new design guidelines for reinforced‐masonry (RM) buildings in seismic zones, a full‐scale five‐story RM research building was tested at the University of California, San Diego, under simulated seismic loads. These new design guidelines, developed by the Technical Coordinating Committee for Masonry Research (TCCMAR), combine limit state and capacity design principles to ensure ductile seismic response. Design and analysis models developed under TCCMAR for individual components and subassemblages were extended to the complete system to predict the seismic response of the five‐story research building, and full‐scale seismic‐simulation test data were used to provide detailed experimental response data for model verification. This first U.S. full‐scale five‐story seismic‐simulation test under laboratory conditions showed that even stiff‐structural‐wall‐type masonry buildings can be designed to exhibit large ductilities under extreme seismic loads by controlled inelastic flexural behavior in predetermined locations, and that analysis and design models exist that can predict the overall seismic response of the complete structural system.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Atkinson, R. H., and Kingsley, G. R. (1985). “Comparison of the behavior of clay and concrete masonry in compression.” TCCMAR Rep. 1.1‐1, Technical Coordinating Committee for Masonry Research (TCCMAR), Boulder, Colo.
2.
Blakeley, R. W. G., Cooney, R. C., and Megget, L. M. (1975). “Seismic shear loading at flexural capacity in cantilever wall structures.” Bull. New Zealand Nat. Soc. for Earthquake Engrg., 8(4), 278–290.
3.
Noland, J. L. (1990). “1990 status report: U.S. Coordinated Program for Masonry Building Research.” Proc., 5th North Am. Masonry Conf., Urbana‐Champaign, Ill., 57–68.
4.
NEHRP recommended provisions for the development of seismic regulations for new buildings. (1991). Federal Emergency Management Agency (FEMA), Washington, D.C.
5.
Paulay, T., and Priestley, M. J. N. (1992). Seismic design of reinforced concrete and masonry structures. John Wiley and Sons, New York, N.Y.
6.
Priestley, M. J. N., and He, L. (1990). “Seismic response of T‐section masonry shear walls.” Proc., 5th North Am. Masonry Conf., University of Illinois at Urbana‐Champaign, Ill., 359–372.
7.
Seible, F., Hegemier, G. A., Igarashi, A., and Kingsley, G. R. (1994). “Simulated seismic load test on full‐scale five‐story reinforced masonry building.” J. Struct. Engrg., ASCE, 120(3), 903–924.
8.
Seible, F., and Igarashi, A. (1991). “Full‐scale testing of masonry structures under simulated seismic loadings.” Experimental and numerical methods in earthquake engineering, J. Donea and P. M. Jones, eds., 119–148.
9.
Seible, F., Kürkchübasche, A. G., and Kingsley, G. R. (1993). “Three‐dimensional analysis model for complete masonry buildings.” Proc., ASCE Struct. Congress '93, ASCE, New York, N.Y.
10.
Seible, F., Priestley, M. J. N., Hegemier, G. A., Kingsley, G. R., Igarashi, A., and Kürkchübasche, A. G. (1991a). “The test plan for the 5‐story full‐scale TCCMAR research building.” Struct. Systems Res. Proj., Rep. No. SSRP‐91/07, University of California, San Diego, La Jolla, Calif.
11.
Seible, F., Priestley, M. J. N., Kingsley, G. R., and Kürkchübasche, A. G. (1991b). “Flexural coupling of topped hollow core plank floor systems in shear wall structures.” Struct. Systems Res. Proj., Rep. No. SSRP‐91/10, University of California, San Diego, La Jolla, Calif.
Information & Authors
Information
Published In
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Received: Feb 1, 1993
Published online: Mar 1, 1994
Published in print: Mar 1994
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.