Column–beam moment capacity ratio and seismic risk of reinforced concrete frame building

The major international design codes recommend a minimum value of the column–beam moment capacity ratio (MCR) to ensure a preferred collapse mechanism in multi-storey buildings. The aim of the work...

[1]  S. R. Uma,et al.  Seismic design of beam-column joints in RC moment resisting frames - Review of codes , 2006 .

[2]  In-Kil Choi,et al.  Uncertainty analysis of system fragility for seismic safety evaluation of NPP , 2011 .

[3]  M. Menegotto,et al.  Method of analysis of cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under normal force and bending , 1973 .

[4]  Kai Qian,et al.  Uncertainty and Sensitivity Analysis of Reinforced Concrete Frame Structures Subjected to Column Loss , 2017 .

[5]  Bruce R. Ellingwood,et al.  Seismic fragilities for non-ductile reinforced concrete frames – Role of aleatoric and epistemic uncertainties , 2010 .

[6]  P. Sarkar,et al.  Capacity Design of Reinforced Concrete Framed Building for Earthquake Loading , 2016 .

[7]  Ahmed Ghobarah,et al.  Performance-based design in earthquake engineering: state of development , 2001 .

[8]  Tae-Hyung Lee,et al.  Probabilistic fiber element modeling of reinforced concrete structures , 2004 .

[9]  J. Mander,et al.  Theoretical stress strain model for confined concrete , 1988 .

[10]  Solomon Tesfamariam,et al.  Seismic fragilities for reinforced concrete buildings with consideration of irregularities , 2012 .

[11]  C. Allin Cornell,et al.  Probabilistic seismic demand analysis of nonlinear structures , 1999 .

[12]  Hyo Seon Park,et al.  Minimum column-to-beam strength ratios for beam–hinge mechanisms based on multi-objective seismic design , 2013 .

[13]  Shahram Pezeshk,et al.  Sensitivity analysis of the seismic demands of RC moment resisting frames to different aspects of ground motions , 2017 .

[14]  C. Allin Cornell,et al.  Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .

[15]  Bruce R. Ellingwood,et al.  Earthquake risk assessment of building structures , 2001, Reliab. Eng. Syst. Saf..

[16]  Vinay K. Gupta,et al.  WAVELET-BASED GENERATION OF SPECTRUM COMPATIBLE TIME-HISTORIES , 2002 .

[17]  Sudhir K. Jain,et al.  Proposed codal provisions for design and detailing of beam-column joints in seismic regions , 2006 .

[18]  George D. Hatzigeorgiou,et al.  Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes , 2009 .

[19]  Abhijit Mistri Column-to-Beam Moment Capacity Ratio of Framed Building , 2016 .