Nonlinear static analysis of infilled RC frames: a novel simplified procedure
暂无分享,去创建一个
[1] K. Willam,et al. Numerical modeling of masonry-infilled RC frames subjected to seismic loads , 2011 .
[2] Andreas J. Kappos,et al. Earthquake-resistant concrete structures , 1996 .
[3] Iunio Iervolino,et al. REXEL: computer aided record selection for code-based seismic structural analysis , 2010 .
[4] T. Paulay,et al. Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .
[5] Peter Fajfar,et al. Simplified non‐linear seismic analysis of infilled reinforced concrete frames , 2005 .
[6] Chris G. Karayannis,et al. Seismic behaviour of infilled and pilotis RC frame structures with beam–column joint degradation effect , 2011 .
[7] Peter Fajfar,et al. Capacity spectrum method based on inelastic demand spectra , 1999 .
[8] Chris G. Karayannis,et al. Limit states of RC structures with first floor irregularities , 2013 .
[9] L. Cavaleri,et al. Evaluation of infilled frames: an updated in-plane-stiffness macro-model considering the effects of vertical loads , 2015, Bulletin of Earthquake Engineering.
[10] L. Cavaleri,et al. Infilled frames: developments in the evaluation of the stiffening effect of infills , 2003 .
[11] Enzo Martinelli,et al. A simplified procedure for Nonlinear Static analysis of masonry infilled RC frames , 2015 .
[12] P ? ? ? ? ? ? ? % ? ? ? ? , 1991 .
[13] Matjaž Dolšek,et al. The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame — a deterministic assessment , 2008 .