On the variability of concrete strength as a source of irregularity in elevation for existing RC buildings: a case study
暂无分享,去创建一个
[1] Angelo Masi,et al. ESTIMATION OF THE IN-SITU CONCRETE STRENGTH: PROVISIONS OF THE EUROPEAN AND ITALIAN SEISMIC CODES AND POSSIBLE IMPROVEMENTS , 2009 .
[2] Mario De Stefano,et al. The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings , 2013 .
[3] Giuseppe Quaranta,et al. Hybrid technique for partial safety factors calibration , 2008 .
[4] Gennaro Magliulo,et al. Seismic performance of R/C frames with overstrength discontinuities in elevation , 2011, Bulletin of Earthquake Engineering.
[5] M. Byers. The confidence factor. , 2004, The Journal of the Michigan Dental Association.
[6] Giorgio Monti,et al. ASSESSMENT AND REDUCTION OF THE VULNERABILITY OF EXISTING REINFORCED CONCRETE BUILDINGS , 2009 .
[7] M. De Stefano,et al. Effect of the variability in plan of concrete mechanical properties on the seismic response of existing RC framed structures , 2012, Bulletin of Earthquake Engineering.
[8] Giorgio Monti,et al. Livelli di conoscenza e fattori di confidenza , 2007 .
[9] P. Franchin,et al. CONFIDENCE IN THE CONFIDENCE FACTOR , 2009 .
[10] Angelo Masi,et al. A parametric study on RC existing buildings to compare different analysis methods considered in the European seismic code (EC8-3) , 2008 .
[11] Colorado Colorado,et al. AMERICAN SOCIETY OF CIVIL ENGINEERS , 2010 .
[12] Angelo D'Ambrisi,et al. Seismic performance of irregular 3D RC frames , 2008 .
[13] Michael N. Fardis,et al. Seismic Design, Assessment and Retrofitting of Concrete Buildings , 2009 .
[14] Paolo Franchin,et al. Review of confidence factor in EC8-Part 3: a European code for seismic assessment of existing buildings , 2010 .
[15] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[16] Fatemeh Jalayer,et al. Structural modeling uncertainties and their influence on seismic assessment of existing RC structures , 2010 .
[17] Giuseppe Maddaloni,et al. Comparison between non-linear dynamic analysis performed according to EC8 and elastic and non-linear static analyses , 2007 .