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Resources

Papers and Reports

Alcocer, S., Arias, J.G., and Vazquez, A. (2004). Response Assessment of Mexican Confined Masonry

Structures Through Shaking Table Tests, Proceedings of the 13 th World Conference on EarthquakeEngineering, Vancouver, Canada, Paper No. 2130.

Anderson, D.L., and Brzev, S. (2009). Seismic Design Guide for Masonry Buildings, Canadian ConcreteMasonry Producers Association, Toronto, Canada, 317 pp (free download available at www.ccmpa.ca).

Arias, J.G. (2005). Ensayos en mesa vibradora de un modelo a escala 1:2 de edificio de mamposteríaconfinada de tres niveles, Master's Thesis, UNAM, Mexico (in Spanish).

Astroza, M. (2010). Diseño de albañileria estructural, Curso CI52-H, Departamento de Ingeniería Civil-Universidad de Chile, Santiago, Chile (in Spanish).

Brzev, S. and Pao, J. (2013). Reinforced Concrete Design: A Practical Approach, Second Edition, PearsonCustom Publishing, Boston, MA, USA, 940 pp.

Crisafulli,F.J., and Carr,A.J. (2007). Proposed Macro-Model for the Analysis of Infilled Frame Structures,Bulletin of The New Zealand Society For Earthquake Engineering, Vo. 40, No. 2, pp.69-77.

FIP (1996). FIP Recommendations: Practical Design of Structural Concrete, FIP-Commission 3 PracticalDesign, Sept. 1996, SETO, London, UK.

Kaushik,H.B., Rai,D.C., and Jain, S.K. (2006) Code Approaches to Seismic Design of Masonry-InfilledReinforced Concrete Frames: A State-of-the-Art Review, Earthquake Spectra, Volume 22, No. 4, pp. 961–983.

Meli,R., Brzev,S., Astroza,M., Boen,T., Crisafulli,F., Dai,J., Farsi,M., Hart,T., Mebarki,A., Moghadam,A.S.,Quiun,D., Tomazevic,M., and Yamin,L. (2011). Seismic Design Guide for Low-Rise Confined MasonryBuildings, Earthquake Engineering Research Institute, Oakland, CA, USA, 90 pp. (www.confinedmasonry.org).

Mojsilovic, N. and Marti, P. (2004). New Swiss Structural Masonry Code, Proceedings of the 13th

International Brick and Block Masonry Conference, Amsterdam, Netherlands.

NZCMA (2004). User’s Guide to NZS 4230:2004 Design of Reinforced Concrete Masonry Structures, NewZealand Concrete Masonry Association Inc., Wellington, New Zealand, 83 pp.(http://www.cca.org.nz/shop/downloads/NZS4230UserGuide.pdf)

Paulay, T. and Priestley, M.J.N. (1992). Seismic Design of Concrete and Masonry Buildings, John Wileyand Sons, Inc., New York, USA, 744 pp.

Reineck, K.-H., ed. (2002). Examples for the Design of Structural Concrete, SP-208, American ConcreteInstitute, Farmington Hills, MI, 2002, 242 pp.

San Bartolome, Á., Bernardo, J., and Peña, M. (2010). Efectos del Peralte de las Columnas en elComportamiento Sísmico de los Muros de Albañilería Confinada (The effect of column depth on seismic

behavior of confined masonry walls), Chilean Conference on Seismology and Earthquake Engineering,Valdivia-Santiago, Chile (in Spanish).

Schlaich, J.; Schäfer, K.; and Jennewein, M. (1987). Toward a Consistent Design of Structural Concrete,PCI Journal, V. 32, No. 3, 1987, pp. 74-150.

SENCICO (2008). Comentarios A La Norma Técnica De Edificación E.070 “Albañilería, Servicio Nacionalde Capacitación para la Industria de la Construcción, Peru (in Spanish)(http://blog.pucp.edu.pe/blog/albanileria).


19/19

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Torrisi,G.S., Crisafulli,F.J., and Pavese,A. (2013). An innovative Model for the In-Plane Nonlinear Analysisof Confined Masonry and Infilled Frame Structures, Proceedings of the 15th World Conference on EarthquakeEngineering, Lisbon, Portugal.

UBC (2005) Evaluation of Confined Masonry Guidelines for Earthquake-Resistant Housing, UBC EERIStudent Chapter Committee on Confined Masonry, 91 pp.

Voon,K.C., and Ingham,J.M. (2005). Experimental Study of Partially Grouted Concrete Masonry Walls with

Openings, Proceedings of the 10th Canadian Masonry Symposium, Banff, Alberta, Canada.Wight,J.K. (2008). Development of the Strut-and-TIe Method for Appendix A of the Building Code (ACI 318-

08).

Wight,J.K., and MacGregor,J.G. (2012). Reinforced Concrete: Mechanics and Design, Sixth Edition,Pearson Education Inc., USA, 1157 pp.

Design Codes and Standards

ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-11),” AmericanConcrete Institute, Farmington Hills, MI, 2011, 443 pp.

Canadian Standards Association (2004). Design of Concrete Structures, CSA Standard A23.3-04,”Canadian Standards Association, Toronto, Ontario, Canada.

NT E.070 (2006). Reglamento Nacional de Edificaciones, Norma Técnica E.070 Albañilería (NationalBuilding Code, Technical Standard E.070 Masonry), Peru (in Spanish).

NTC-M (2004). Normas Técnicas Complementarias para Diseño y Construcción de Estructuras deMampostería (Technical Norms for Design and Construction of Masonry Structures), Mexico D.F. (in Spanishand English).

NZS 4230:2004, “Design of Reinforced Concrete Masonry Structures”, Standards Association of NewZealand, Wellington.

SIA 266, 2003, Masonry (in German), Swiss Standard, Swiss Society of Engineers and Architects (SIA),

Zurich, 44 pp.SIA 266/1, 2003, Masonry – Supplementary Specifications (in German), Swiss Standard, Swiss Society of

Engineers and Architects (SIA), Zurich, 12 pp.

Documents

Strut and Tie Examplw Wall Masonry