Experimental response of RC columns built with plain bars under unidirectional cyclic loading
作者： H Varum , J Melo , T Rossetto , A Costa
DOI:
关键词: Reinforcement 、 Cyclic response 、 Reinforced concrete 、 Bond properties 、 Displacement (fluid) 、 Engineering 、 Cyclic loading 、 Structural engineering 、 Column (typography) 、 Rc columns
摘要: A large number of existing reinforced concrete (RC) buildings structures were designed and built before mid70’s, when the reinforcing bars had plain surface prior to enforcement modern seismic-oriented design philosophies. This paper describes a series unidirectional cyclic tests performed on seven full-scale columns with bars, without adequate reinforcement detailing for seismic demands. The specimens have different steel details cross sections. further monotonic test was also carried out one an additional column, deformed cyclically tested comparison results bars. main experimental are presented discussed. influence bond properties column behaviour is evidenced by differences observed between response similar amount displacement history investigated.
researchgate.net 参考文章(11)
Comite Euro-International du Beton, Rc Elements Under Cyclic Loading: State of the Art Report ,(1996)
M. J. Kowalsky, Gian Michele Calvi, Displacement-based seismic design of structures ,(2007)
Y. J. Park, A. H-S. Ang, Y. K. Wen, Damage‐Limiting Aseismic Design of Buildings Earthquake Spectra. ,vol. 3, pp. 1- 26 ,(1987) , 10.1193/1.1585416
Gerardo M. Verderame, Paolo Ricci, Giovanni De Carlo, Gaetano Manfredi, Cyclic bond behaviour of plain bars. Part I: Experimental investigation Construction and Building Materials. ,vol. 23, pp. 3499- 3511 ,(2009) , 10.1016/J.CONBUILDMAT.2009.07.002
Gerardo Mario Verderame, Giovanni Fabbrocino, Gaetano Manfredi, Seismic response of r.c. columns with smooth reinforcement. Part I: Monotonic tests Engineering Structures. ,vol. 30, pp. 2289- 2300 ,(2008) , 10.1016/J.ENGSTRUCT.2008.01.024
José Melo, Catarina Fernandes, Humberto Varum, Hugo Rodrigues, Aníbal Costa, António Arêde, Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars Engineering Structures. ,vol. 33, pp. 273- 286 ,(2011) , 10.1016/J.ENGSTRUCT.2010.11.005
Gerardo M. Verderame, Paolo Ricci, Gaetano Manfredi, Edoardo Cosenza, Ultimate chord rotation of RC columns with smooth bars: some considerations about EC8 prescriptions Bulletin of Earthquake Engineering. ,vol. 8, pp. 1351- 1373 ,(2010) , 10.1007/S10518-010-9190-X
Catarina Fernandes, José Melo, Humberto Varum, Aníbal Costa, Cyclic behavior of a two-span RC beam built with plain reinforcing bars Periodica Polytechnica-civil Engineering. ,vol. 55, pp. 21- 29 ,(2011) , 10.3311/PP.CI.2011-1.03
Andrea Prota, Fiorenzo de Cicco, Edoardo Cosenza, Cyclic Behavior of Smooth Steel Reinforcing Bars: Experimental Analysis and Modeling Issues Journal of Earthquake Engineering. ,vol. 13, pp. 500- 519 ,(2009) , 10.1080/13632460902837686
Hugo Rodrigues, Humberto Varum, António Arêde, Aníbal Costa, A comparative analysis of energy dissipation and equivalent viscous damping of RC columns subjected to uniaxial and biaxial loading Engineering Structures. ,vol. 35, pp. 149- 164 ,(2012) , 10.1016/J.ENGSTRUCT.2011.11.014