Earthquake Performance of Two Vintage URM Buildings Retrofitted Using Surface Bonded GFRP: Case Study
Publication: Journal of Composites for Construction
Volume 19, Issue 5
Abstract
As part of a seismic retrofit scheme, surface bonded glass fiber-reinforced polymer (GFRP) fabric was applied to two unreinforced masonry (URM) buildings located in Christchurch, New Zealand. The unreinforced stone masonry of Christchurch Girls’ High School (GHS) and the unreinforced clay brick masonry Shirley Community Centre were retrofitted using surface bonded GFRP in 2007 and 2009, respectively. Much of the knowledge on the seismic performance of GFRP retrofitted URM was previously assimilated from laboratory-based experimental studies with controlled environments and loading schemes. The 2010/2011 Canterbury earthquake sequence provided a rare opportunity to evaluate the GFRP retrofit applied to two vintage URM buildings and to document its performance when subjected to actual design-level earthquake-induced shaking. Both GFRP retrofits were found to be successful in preserving architectural features within the buildings as well as maintaining the structural integrity of the URM walls. Successful seismic performance was based on comparisons made between the GFRP retrofitted GHS building and the adjacent nonretrofitted Boys’ High School building, as well as on a comparison between the GFRP retrofitted and nonretrofitted walls of the Shirley Community Centre building. Based on detailed postearthquake observations and investigations, the GFRP retrofitted URM walls in the subject buildings exhibited negligible to minor levels of damage without delamination, whereas significant damage was observed in comparable nonretrofitted URM walls.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors wish to thank the Christchurch Arts Centre for granting permission to report the findings contained herein, Sika (NZ) Ltd and BBR Contech for details associated with the supply and installation of the GFRP retrofit, and Holmes Consulting Group for details of the GFRP retrofit design.
References
ACI (American Concrete Institute). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.”, Farmington Hills, MI.
Albert, M., Elwi, A., and Cheng, J. (2001). “Strengthening of unreinforced masonry walls using FRPs.” J. Compos. Constr., 76–84.
Alcaino, P., and Santa-Maria, H. (2008). “Experimental response of externally retrofitted masonry walls subjected to shear loading.” J. Compos. Constr., 489–498.
Bailey, S., Dizhur, D., Trowsdale, J., Griffith, M. C., and Ingham, J. M. (2014). “Performance of posttensioned seismic retrofit of two stone masonry buildings during the Canterbury earthquakes.” J. Perform. Constr. Facil., 1–11.
Bakis, C., et al. (2002). “Fiber-reinforced polymer composites for construction—State-of-the-art review.” J. Compos. Constr., 73–87.
Bradley, B. A., Quigley, M. C., Van Dissen, R. J., and Litchfield, N. J. (2014). “Ground motion and seismic source aspects of the Canterbury earthquake sequence.” Earthquake Spectra, 30(1), 1–15.
Dizhur, D., et al. (2011). “Performance of masonry buildings and churches in the 22 February 2011 Christchurch earthquake.” Bull. N. Z. Soc. Earthquake Eng., 44(4), 279–297.
Dizhur, D., Griffith, M., and Ingham, J. (2013). “In-plane shear improvement of unreinforced masonry wall panels using NSM CFRP strips.” J. Compos. Constr., 04013010.
Dizhur, D., Ismail, N., Knox, C., Lumantarna, R., and Ingham, J. M. (2010). “Performance of unreinforced and retrofitted masonry buildings during the 2010 Darfield earthquake.” Bull. N. Z. Soc. Earthquake Eng., 43(4), 321–339.
ElGawady, M. A., and Lestuzzi, P. (2004). “A review of retrofitting of unreinforced masonry walls using composites.” 4th Int. Conf. on Advanced Composite Materials in Bridges and Structures, Calgary, Alberta.
ElGawady, M. A., Lestuzzi, P., and Badoux, M. (2005). “In-plane seismic response of URM walls upgraded with FRP.” J. Compos. Constr., 524–535.
ElGawady, M. A., Lestuzzi, P., and Badoux, M. (2006). “Aseismic retrofitting of unreinforced masonry walls using FRP.” Composites Part B, 37(2), 148–162.
Foraboschi, P. (2013). “Church of San Giuliano di Puglia: Seismic repair and upgrading.” Eng. Fail. Anal., 33, 281–314.
Gustavo, J., Galati, N., and Nanni, A. (2003). “Fiber-reinforced polymer strengthening of unreinforced masonry walls subject to out-of-plane loads.” ACI Struct. J., 100(3), 321–329.
Mahmood, H., and Ingham, J. M. (2011). “Diagonal compression testing of FRP-retrofitted unreinforced clay brick masonry wallettes.” J. Compos. Constr., 810–820.
Marcari, G., Manfredi, G., Prota, A., and Pecce, M. (2007). “In-plane shear performance of masonry panels strengthened with FRP.” Composites Part B, 38(7–8), 887–901.
Moon, F. L., Yi, T., Leon, R. T., and Kahn, L. F. (2007). “Testing of a full-scale unreinforced masonry building following seismic strengthening.” J. Struct. Eng., 1215–1226.
Moon, L., et al. (2014). “The demise of the URM building stock in Christchurch during the 2010–2011 Canterbury earthquake sequence.” Earthquake Spectra, 30(1), 253–276.
Mosallam, A. S. (2007). “Out-of-plane flexural behavior of unreinforced red brick walls strengthened with FRP composites.” Composites Part B, 38(5–6), 559–574.
NZ Parliament. (2004). “Building act 2004.” 〈www.legislation.govt.nz/act/public/2004/0072〉 (Mar. 15, 2014).
NZSEE (New Zealand Society for Earthquake Engineering). (2006). “Assessment and improvement of the structural performance of buildings in earthquakes.” 〈http://www.nzsee.org.nz/PUBS/2006AISBEGUIDELINES_Corr_06a.pdf〉 (Feb. 18, 2014).
Raftery, G. M., and Whelan, C. (2014). “Low-grade glued laminated timber beams reinforced using improved arrangements of bonded-in GFRP rods.” Constr. Build. Mater., 52, 209–220.
Russell, A. P., and Ingham, J. M. (2010). “Prevalence of New Zealand’s unreinforced masonry buildings.” Bull. N.Z. Soc. Earthquake Eng., 43(3), 182–201.
Senaldi, I., Magenes, G., and Ingham, J. (2012). “Damage assessment of unreinforced stone masonry buildings after the 2010–2011 Canterbury earthquakes” Int. J. Archit. Heritage, in press.
Shrive, N. G. (2006). “The use of fibre reinforced polymers to improve seismic resistance of masonry.” Constr. Build. Mater., 20(4), 269–277.
Standards Association of New Zealand. (2004). “Structural design actions, part 5—Earthquake actions New Zealand.”, Wellington, New Zealand.
Stratford, T., Pascale, G., Manfroni, O., and Bonfiglioli, B. (2004). “Shear strengthening masonry panels with sheet glass-fiber reinforced polymer.” J. Compos. Constr., 434–443.
Tumialan, J., Micelli, F., and Nanni, A. (2001). “Strengthening of masonry structures with FRP composites.” Structural materials, ASCE, Reston, VA, 1–8.
Zhou, D., Lei, Z., and Wang, J. (2013). “In-plane behavior of seismically damaged masonry walls repaired with external BFRP.” Compos. Struct., 102, 9–19.
Information & Authors
Information
Published In
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Aug 8, 2014
Accepted: Dec 15, 2014
Published online: Mar 10, 2015
Discussion open until: Aug 10, 2015
Published in print: Oct 1, 2015
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.