Numerical Investigation of the In-Plane Performance of Masonry-Infilled RC Frames with Sliding Subpanels
Publication: Journal of Structural Engineering
Volume 143, Issue 2
Abstract
A number of construction techniques have been proposed to improve the seismic performance of infilled RC frames by increasing the strength and stiffness of the infill and/or the frame. The increase of the seismic capacity of infilled frames with these techniques can improve substantially their seismic performance as long as the demand does not exceed the capacity, but it can eventually lead to brittle failures once the capacity is exceeded. This study assesses numerically a new construction technique that introduces flexibility to the system to ensure its ductile behavior and minimal damage by splitting the infill in subportions and allowing the sliding along the horizontal joints connecting these subportions. A numerical model, validated with data from tests on the components of the proposed structural system and able to capture the interaction between them, has been developed to provide insight into the load-transfer mechanism that develops, and to optimize the proposed detailing. A parametric study investigates the sensitivity of the system to the design parameters, infill’s geometry, and material properties, so that design recommendations can be made.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The research presented in this study is the result of an exchange program between the Department of Civil, Environmental, Architectural Engineering, and Mathematics of the University of Brescia (Italy) and the department of Civil, Structural, and Environmental Engineering of the University at Buffalo (United States). The program was supported by the “Structural Rehabilitation of Historical and Modern Buildings” Ph.D. program of the University of Brescia. The presented study has been developed in the research program financed by the “Presidenza del Consiglio dei Ministri Dipartimento della Protezione Civile”; the present publication, however, does not necessarily represent the department’s position and judgments.
References
Bolis, V., Migliorati, L., Stavridis, A., and Preti, M. (2015). “In-plane behaviour of innovative masonry infills based on different configurations of wooden sliding joints.” Proc., 10th ERES Conf., Opatija, Croatia.
Calvi, G. M., and Bolognini, D. (2001). “Seismic response of reinforced concrete frames infilled with weakly reinforced masonry panels.” J. Earthquake Eng., 5(2), 153–185.
Costa, A., Penna, A., and Magenes, G. (2011). “Seismic performance of autoclaved aerated concrete (AAC) masonry: From experimental testing of the in-plane capacity of walls to building response simulation.” J. Earthquake Eng., 15(1), 1–31.
EERI (Earthquake Engineering Research Institute). (1999). “Kocaeli, Turkey, earthquake of August 17, 1999: Reconnaissance report.” Earthquake Spectra, Oakland, CA.
Ezzatfar, P., Binici, B., Kurç, Ö., Canbay, E., Sucuoğlu, H., and Özcebe, G. (2014). “Application of mesh reinforced mortar for performance enhancement of hollow clay tile infill walls.” Seismic evaluation and rehabilitation of structures, Springer, 171–186.
Hak, S., Morandi, P., Magenes, G., and Sullivan, T. J. (2012). “Damage control for clay masonry infills in the design of RC frame structures.” J. Earthquake Eng., 16(Suppl. 1), 1–35.
Hamid, A. A., El-Dakahakhni, W. W., Hakam, H. R., and El Gally, M. (2005). “Behavior of composite unreinforced masonry-fiber-reinforced polymer wall assemblages under in-plane loading.” J. Compos. Constr., 73–83.
Hassanzadeh, M. (1990). “Determination of fracture zone properties in mixed mode I and II.” J. Eng. Fract. Mech., 35(4/5), 845–853.
Koutromanos, I., Kyriakides, M., Stavridis, A., Billington, S., and Shing, P. B. (2013). “Shake-table tests of a three-story masonry-infilled RC frame retrofitted with composite materials.” J. Struct. Eng., 1340–1351.
Koutromanos, I., Stavridis, A., Shing, B., and Willam, K. (2011). “Numerical modeling of masonry-infilled RC frames subjected to seismic loads.” Comput. Struct., 89(11–12), 1026–1037.
Kyriakides, M. A., and Billington, S. L. (2008). “Seismic retrofit of masonry-infilled non-ductile reinforced concrete frames using sprayable ductile fiber-reinforced cementitious composites.” 14th World Conf. on Earthquake Engineering, Beijing, 1–7.
Lotfi, H. R., and Shing, P. B. (1991). “An appraisal of smeared crack models for masonry shear wall analysis.” Comput. Struct., 41(3), 413–425.
Lotfi, H. R., and Shing, P. B. (1994). “Interface model applied to fracture of masonry structures.” J. Struct. Eng., 63–80.
Mander, J. B., Aycardi, L. E., and Kim, D. K. (1994). “Physical and analytical modeling of brick infilled steel frames.”, National Center for Earthquake Engineering Research, State Univ. of New York, Buffalo, NY.
Mehrabi, A., Shing, P. B., Schuller, M., and Noland, J. (1994). “Performance of masonry-infilled R/C frames under in-plane lateral loads.”, Univ. of Colorado, Boulder, CO.
Mehrabi, A. B., and Shing, P. B. (1997). “Finite element modeling of masonry-infilled RC frames.” J. Struct. Eng., 604–613.
Misir, I. S., Ozcelik, O., Girgin, S. C., and Kahraman, S. (2012). “Experimental work on seismic behavior of various types of masonry infilled RC frames.” Struct. Eng. Mech., 44(6), 763–774.
Mohammadi, M., and Akrami, V. (2010). “An engineered infilled frame: Behavior and calibration.” J. Constr. Steel Res., 66(6), 842–849.
Paulay, T., and Priestley, M. (1992). Seismic design of reinforced concrete and masonry buildings, Wiley, New York.
Preti, M., Bettini, N., Migliorati, L., Bolis, V., Stavridis, A., and Plizzari, G. A. (2016) “Analysis of the in-plane response of earthen masonry infill panels partitioned by sliding joints.” Earthquake Eng. Struct. Dyn., 45(8), 1209–1232.
Preti, M., Bettini, N., and Plizzari, G. (2012). “Infill walls with sliding joints to limit infill-frame seismic interaction: Large scale experimental test.” J. Earthquake Eng., 16(1), 125–141.
Preti, M., Migliorati, L., and Giuriani, E. (2015). “Experimental testing of engineered masonry infill walls for post-earthquake structural damage control.” Bull. Earthquake Eng., 13(7), 2029–2049.
Redmond, L., Ezzatfar, P., DesRoches, R., Stavridis, A., Ozcebe, G., and Kurc, O. (2015). “Finite element modeling of a reinforced concrete frame with masonry infill and mesh reinforced mortar subjected to earthquake loading.” Earthquake Spectra, 32(1), 393–414.
Redmond, L., Stavridis, A., and DesRoches, R. (2014). “Development of a finite element model for partially grouted reinforced masonry.” Proc., 10th National Conf. in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK.
Sigmund, V., and Penava, D. (2014). “Influence of openings, with and without confinement, on cyclic response of infilled RC frames: An experimental study.” J. Earthquake Eng., 18(1), 113–146.
Stavridis, A. (2009). “Analytical and experimental study of seismic performance of reinforced concrete frames infilled with masonry walls.” Ph.D. thesis, Dept. of Structural Engineering, Univ. of California, San Diego.
Stavridis, A., Koutromanos, I., and Shing, P. B. (2012). “Shake-table tests of a three-story reinforced concrete frame with masonry infill walls.” Earthquake Eng. Struct. Dyn., 41(6), 1089–1108.
Stavridis, A., and Shing, P. B. (2010). “Finite element modeling of nonlinear behaviour of masonry-infilled RC frames.” J. Struct. Eng., 285–296.
Taylor, R. L. (2007). “FEAP—A finite element analysis program—User manual.” Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.
Triantafillou, T. C. (1998). “Strengthening of masonry structures using epoxy-bonded FRP laminates.” J. Compos. Constr., 96–104.
van der Pluijm, R. (1992). “Material properties of masonry and its components under tension and shear.” Proc., 6th Canadian Masonry Symp., Univ. of Saskatchewan, SK, Canada, 675–686.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Dec 4, 2015
Accepted: Jul 15, 2016
Published online: Sep 6, 2016
Published in print: Feb 1, 2017
Discussion open until: Feb 6, 2017
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.