Experimental investigation on static and cyclic behaviour of flanged unions for precast reinforced concrete columns

References

• American Concrete Institute (ACI). (2014). Building code requirements for structural concrete. Standard No. ACI 318-14. Farmington Hills, MI.
   Google Scholar
• Aristizabal-Ochoa, J. D. (2002). Moment restraint and second-order analysis of a cantilevered precast column supported by an isolated footing. PCI Journal, 47, 80–93. doi:10.15554/pcij.11012002.80.93
   Web of Science ®Google Scholar
• Beconcini, M. L., Croce, P., Del Corso, R., Formichi, P., Previdero, M., & Taccola, R. (2009). Experimental analysis on the static and cyclic behavior of beam to column connections for precast structures. Industrie Manufatti Cementizi, 11, 28–41 (in Italian).
   Google Scholar
• Belleri, A., Moaveni, B., & Restrepo, J. I. (2014). Damage assessment through structural identification of a three-story large-scale precast concrete structure. Earthquake Engineering & Structural Dynamics, 43, 61–76. doi:10.1002/eqe.2332
   Web of Science ®Google Scholar
• Bellotti, D., Bolognini, D., & Nascimbene, R. (2009). Cyclic response of reinforced concrete precast frames in traditional three-storey buildings and plinth-column pocket connections. In XIII Convegno ANIDIS “L’ingegneria Sismica in Italia,” Bologna (in Italian).
   Google Scholar
• Biondini, F., Toniolo, G., & Zenti, C. L. (2008). Experimental analysis on connections between precast deck elements. Industrie Manufatti Cementizi, 2, 16–29 (in Italian).
   Google Scholar
• Bournas, D. A., Negro, P., & Molina, F. J. (2013). Pseudodynamic tests on a full-scale 3-storey precast concrete building: Behavior of the mechanical connections and floor diaphragms. Engineering Structures, 57, 609–627. doi:10.1016/j.engstruct.2013.05.046
   Web of Science ®Google Scholar
• Chandrasekaran, S., Nunziante, L., Serino, G., & Carannante, F. (2009). Seismic design aids for nonlinear analysis of reinforced concrete structures. Boca Raton, FL: CRC Press, Ed.
   Google Scholar
• Di Prisco, M., Ferrara, L., Lamperti, M. G. L., Nusiner, E., & Scola, M. (2008). Experimental analysis of bolted prefabricated connections subject to bending and shear. In XVII Convegno CTE (pp. 613–621) ( in Italian). Rome, IT.
   Google Scholar
• EN1992-1-1. (2004). Eurocode 2: Design of concrete structures – Part 1: General rules and rules for buildings.  Comité Européen de Normalisation. Brussels.
   Google Scholar
• EN1998-1. (2004). Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings.  Comité Européen de Normalisation. Brussels.
   Google Scholar
• Fagà, E., Bianco, L., Bellotti, D., Bolognini, D., & Nascimbene, R. (2012). Response to cyclic loading of a connection between precast columns and footings through metal plates and bolts. In XVIII Convegno CTE. Brescia: FEA ( in Italian).
   Google Scholar
• Fardis, M. N. (2009). Seismic design, assessment and retrofitting of concrete buildings based on EN-Eurocode 8. Dordrecht, NL:  Springer.
   Google Scholar
• Felicetti, R., Toniolo, G., & Zenti, C. L. (2008). Experimental investigation on the seismic behaviour of connections in precast structures. Tailor Made Concrete Structures, 196, 955–961.
   Google Scholar
• Junes, M. (2013). Column shoe. US 2013/0199123 A1. Lahti, FIN.
   Google Scholar
• Magliulo, G., Ercolino, M., Cimmino, M., Capozzi, V., & Manfredi, G. (2014). FEM analysis of the strength of RC beam-to-column dowel connections under monotonic actions. Construction and Building Materials, 69, 271–284. doi:10.1016/j.conbuildmat.2014.07.036
   Web of Science ®Google Scholar
• Negro, P., Bournas, D. A., & Molina, F. J. (2013). Pseudodynamic tests on a full-scale 3-storey precast concrete building: Global response. Engineering Structures, 57, 594–608. doi:10.1016/j.engstruct.2013.05.047
   Web of Science ®Google Scholar
• Negro, P., & Toniolo, G. (2012). Design guidelines for connections of precast structures under seismic actions. European Commission – Joint Research Centre – Institute for the Protection and Security of the Citizen. Luxembourg: Publications Office of the European Union. doi:10.2777/37605
   Google Scholar
• Saisi, A. E., & Toniolo, G. (1998). Precast R.C. columns under cyclic loading: An experimental programme oriented to EC8. Studi e Ricerche – Politecnico Di Milano Scuola Di Specializzazione in Costruzioni in Cemento Armato, 19, 373–413.
   Google Scholar
• Toniolo, G., & Colombo, A. (2012). Precast concrete structures: The lessons learned from the L’Aquila earthquake. Structural Concrete, 13, 73–83. doi:10.1002/suco.201100052
   Web of Science ®Google Scholar
• Zoubek, B., Isakovic, T., Fahjan, Y., & Fischinger, M. (2013). Cyclic failure analysis of the beam-to-column dowel connections in precast industrial buildings. Engineering Structures, 52, 179–191. doi:10.1016/j.engstruct.2013.02.028
   Web of Science ®Google Scholar