Cyclic Performance of Concrete-Backed Stone Masonry Walls
Publication: Journal of Structural Engineering
Volume 129, Issue 5
Abstract
The seismic performance of concrete-backed stone masonry walls subject to cyclic load is experimentally evaluated. Six 1/3-scale, single-story, single-bay wall samples were tested. Three of these samples were constructed using an old construction method and the other three were constructed using a new construction method. The influence of the type of construction, applied vertical loads, and existence of dowels between the infill concrete panel and the base on the lateral resistance, ductility, energy-dissipation, stiffness degradation, and failure mechanisms were investigated. The experimental results indicate that an increase in the applied vertical load resulted in a substantial increase in both the lateral strength and stiffness of the tested samples. The type of construction had no influence on the ultimate lateral load resistance. The existence of the dowels caused the diagonal cracks to be shifted upward far from the base. Also, the dowels gave a better distribution and smaller widths for these diagonal cracks. The failure mechanisms of all concrete-backed stone masonry walls were dominated by diagonal shear cracks.
Get full access to this article
View all available purchase options and get full access to this article.
References
ASTM. (1999). “Standard test method for compressive strength of cylindrical concrete specimens.” C39/C39M-99, Philadelphia.
ASTM. (1994). “Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.” C469-94, Philadelphia.
ASTM. “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496-96, Philadelphia.
Benjamin, J. R., and Williams, H. A.(1958). “The behavior of one-story brick shear walls.” J. Struct. Div., ASCE, 84(5), 1–30.
Haider, S. (1996). “In-plane cyclic response of reinforced concrete frames with unreinforced masonry infills.” PhD dissertation, Dept. of Civil Engineering, William Marsh Rice Univ., Houston.
Holmes, M.(1961). “Combined loading on infilled frames.” Proc. Inst. Civ. Eng., Struct. Build., 25, 31–38.
Holmes, M.(1963). “Steel frames with brickwork and concrete infilling.” Proc. Inst. Civ. Eng., Struct. Build., 19, 473–478.
Liauw, T. C., and Kwan, K. H.(1983). “Plastic theory of non-integral infilled frames.” Proc. Inst. Civ. Eng., Struct. Build., 75, 379–396.
Mander, J. B., Nair, B., Wojtowski, K., and Ma, J. (1993). “The seismic performance of brick infilled steel frames with and without retrofit.” Tech. Rep. NCEER-93-0001, National Center for Earthquake Engineering Research, State Univ. of New York, Buffalo, New York.
Mehrabi, A. B. (1994). “Behavior of masonry infilled reinforced concrete frames subjected to lateral loadings.” PhD dissertation, Univ. of Colorado, Boulder, Colo.
Abdel-Halim, Mohamed, A. H., Basoul, M. R., and Abdel-Karim, R. A.(1989). “Structural evaluation of concrete-backed stone masonry.” ACI Struct. J., 86, 608–614.
Riddington, J. R.(1984). “The influence of initial gaps on infilled frame behavior.” Proc. Inst. Civ. Eng., Struct. Build., 77, 295–310.
Schuller, M., Mehrabi, A. B., Noland, J. L., and Shing, P. B. (1994). “Performance of masonry infilled reinforced concrete frames under in-plane lateral loads: Experiments.” Proc., NCEER Workshop on Seismic Response of Masonry Infills.
Wood, R. H.(1958). “The stability of tall buildings.” Proc. Inst. Civ. Eng., Struct. Build., 11, 69–1020.
Information & Authors
Information
Published In
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Received: Aug 14, 2001
Accepted: Aug 13, 2002
Published online: Apr 15, 2003
Published in print: May 2003
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.